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ÊÉë߷ ¼÷°ì¡¤ÊÉë߷ ¼÷³¤¡¤¶â͵¼â¡¤ºÙÀîÍμ£, IRREGULAR CROSS SECTION ANALYSIS METHOD¤Ë¤è¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤µÊÉÉÕ¤­Ãì¤ÎÉü¸µÎÏÆÃÀ­¤Îɾ²Á, ÃÏ¿Ì2, 57B, 621--628.

Ãæ¼ͧµª»Ò¡¦ÊÉë߷¼÷³¤, ÃÏ¿ÌÆ°ÆÃÀ­¤Ë¤â¤È¤Å¤¯ºÇÂçÁºÀ­ÊѰ̱þÅú¤Ë´Ø¤¹¤ë¸¦µæ, ¹½Â¤¹©³ØÏÀʸ½¸, 43B, 485--492, 1997.

Ãæ¼ͧµª»Ò¡¦ÊÉë߷¼÷³¤, Åù²Á¸º¿ê¤ò¹Íθ¤·¤¿¥¹¥Ú¥¯¥È¥ë¤Ë¤è¤ë±þÅú¤Î¿äÄê, ¹½Â¤¹©³ØÏÀʸ½¸, 44B, 313--318, 1998.

Kabeyasawa, T. Kudo, K., et al.(AIJ reconnaissance team): , Progress Report on Damage Investigation after Kocaeli Earthquake by Architectural Institute of Japan, International Journal for Housing and Science and Its Applications, 24, 97--126, 2000.

¿¿ÅÄÌ÷»Î¡¤ÊÉë߷¼÷³¤¡¤ÁÒËÜ¡¡ÍΡ¤Ê¡ÅĽÓʸ¡¤¾¾ËÜϹԡ¤ÆàÎɲ¬À¿Ì顤ʿÅľ»¹¨¡¤²ÃÆ£ÆØ¡¤¾®Àî¿®¹Ô, ÂÑ¿ÌÊɤòÍ­¤¹¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤¥Ô¥í¥Æ¥£·úʪ¤ÎưŪ¼Â¸³, ¹½Â¤¹©³ØÏÀʸ½¸, 47B, 511--520, 2001.

Y. Sanada, T. Kabeyasawa and H. Kuramoto, Three-Dimensional Analysis of A Reinforced Concrete Frame-Wall Structure with Soft First Story, Transactions of the Japan Concrete Institute, 22, 273--278, 2001.

¿¿ÅÄÌ÷»Î¡¤ÊÉë߷¼÷³¤¡¤ÁÒËÜ¡¡ÍΡ¤ÃæǸÎɾ¼, Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥È¤ÂÑ¿ÌÊɤΤ»¤óÃÇÆ𲽤¬¥Ô¥í¥Æ¥£·úʪ¤Î±þÅú¤ËÍ¿¤¨¤ë±Æ¶Á, ¹½Â¤¹©³ØÏÀʸ½¸, 48, 173--182, 2002.

Yasushi Sanada, Toshimi Kabeyasawa and Hiroshi Kuramoto, Analytical Study on Dynamic Experiment of Reinforced Concrete Wall-Frame System with Soft First Story, Transactions of the Japan Concrete Institute, 23, 215--222, 2002.

¶­Í­µª¡¤ÄÅÌîÌ÷»Î¡¤¹©Æ£°ì²Å¡¤ÊÉë߷¼÷³¤, ²þÀµ·úÃÛ´ð½àË¡¤Î²òÊü¹©³ØŪ´ðÈ×ÇȤòÁÛÄꤷ¤¿É½ÁØÃÏÈ×ÁýÉýÆÃÀ­¤Î´ÊÊØɾ²ÁË¡, ·úÃ۳زñÏÀʸ½¸, 565, 73--82, 2003.

¾¾¿¹ÂÙ¤¡¤¾®Ã«½Ó²ð¡¤±ö¸¶Åù¡¤ÊÉë߷¼÷³¤, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤·úʪ¤ÎÃϿ̺ÇÂç±þÅú¤Î¿äÄêÊýË¡¡½Á²ÁýºÜ²Ù²òÀϤˤè¤ëºÇÂç±þÅú¤ÎʬÉÛ¤Îɾ²ÁÊýË¡¡½, ·úÃ۳زñÏÀʸ½¸, 69, 576, 119--116, 2004.

Toshimi Kabeyasawa, Seismic Evaluation and Economical Strengthening of Reinforced Concrete Buildings, Asian Journal of Civil Engineering (Building and Housing), 6, 5, 459--478, 2005.

ÊÉë߷¼÷°ì¡¤ÊÉë߷¼÷³¤, Êп´Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¹½Â¤Êª¤ÎÈóÀþ·ÁÊÑ·Á¥â¡¼¥É¤Ë´ð¤Å¤¯ÃϿ̱þÅú¿äÄê¼êË¡, ·úÃ۳زñÏÀʸ½¸, 70, 596, 87--95, 2005.

ÊÉë߷ ¼÷°ì, ÊÉë߷ ¼÷³¤, ºä¾å ¼Â, ÅÄÃæ ¹¯µ×, ¹Ôë ͤ°ì, ¿·³ã¸©Ãæ±ÛÃϿ̤ˤª¤±¤ë;¿Ì´Ñ¬¤ÈÈﳲĴºº¤Ë¤è¤ëÆþÎϰﻶ¸ú²Ì¤Î¸¡¾Ú, ¹½Â¤¹©³ØÏÀʸ½¸, 52B, 305--312, 2006.

¾¾°æÃÒºÈ; ÊÉë߷¼÷³¤, ÂÑÎÏÄã²¼¤¬À¸¤¸¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤Êɥե졼¥à¹½Â¤¤ÎÂÑ¿Ì¿ÇÃǤˤè¤ëÂÑ¿ÌÀ­Ç½É¾²ÁË¡¤Ë´Ø¤¹¤ë¸¡Æ¤, ÆüËÜ·úÃ۳زñ¹½Â¤·ÏÏÀʸ½¸, 71, 601, 137--142, 2006.

Hossein Mostafaei, Toshimi Kabeyasawa, Axial-Shear-Flexure Interaction Approach for Reinforced Concrete Columns, ACI Structural Journal, 104, 2, 218--226, 2007.

Çò°æ ϵ®; ¾¾¿¹ ÂÙ¤; ÊÉë߷ ¼÷³¤, ¿ÌÆ°ÂæE-¥Ç¥£¥Õ¥§¥ó¥¹¤ò³èÍѤ·¤¿¼ÂÂç6ÁØÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È·úÃÛ¹½Â¤Êª¤ÎÇ˲õ¼Â¸³, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Ø, 45, 6, 28--34, 2007.

¾¾¿¹ÂÙ¤; Çò°æϵ®; ÊÉë߷¼÷³¤, Âç·¿¿¶Æ°Âæ¤Ë¤è¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥ÈÂÑ¿ÌÊɥե졼¥à¹½Â¤¤ÎÂÑ¿ÌÀ­¤Ë´Ø¤¹¤ë¸¦µæ : ¼ÂÂç6ÁػÂΤÈ3¼¡¸µ¿¶Æ°Âæ¼Â¸³·ë²Ì¤Î³µÍ×, ÆüËÜ·úÃ۳زñ¹½Â¤·ÏÏÀʸ½¸, 72, 614, 85--90, 2007.

¾¾¿¹ÂÙ¤; Çò°æϵ®; ÊÉë߷¼÷³¤, Âç·¿¿¶Æ°Âæ¤Ë¤è¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥ÈÂÑ¿ÌÊɥե졼¥à¹½Â¤¤ÎÂÑ¿ÌÀ­¤Ë´Ø¤¹¤ë¸¦µæ: ¶Ê¤²¹ß¾õ¸å¤»¤óÃÇÇ˲õ¤¹¤ëÂÑ¿ÌÊɤÎÉéô¤»¤óÃÇÎÏ, ÆüËÜ·úÃ۳زñ¹½Â¤·ÏÏÀʸ½¸, 73, 623, 95--101, 2008.

ÊÉë߷¼÷À®, ÊÉë߷¼÷³¤, ÊÉë߷¼÷°ì, ¶â͵¼â, ÅìÛêÍ­´õ»Ò, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤ÂÑ¿ÌÊɤηÁ¾õ¤ª¤è¤ÓÊ䶯¤¬¤»¤óÃǶ¯ÅÙ¤ËÍ¿¤¨¤ë±Æ¶Á, ¹½Â¤¹©³ØÏÀʸ½¸, 54B, 201--206, 2008.

ÊÉë߷ ¼÷°ì, ÊÉë߷ ¼÷³¤, ¾¾¿¹ ÂÙ¤, ÊÉë߷ ¼÷À®, ¶â͵¼â, ¼ÂÂç3ÁØÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È·úʪ¤Î¿¶Æ°¼Â¸³, ÆüËÜ·úÃ۳زñ¹½Â¤·ÏÏÀʸ½¸, 73, 632, 1833--1840, 2008.

ÊÉë߷ ¼÷°ì, ÊÉë߷ ¼÷³¤, ´ðÁóê¤êµóÆ°¤òȼ¤¦Ä¾ÀÜ´ðÁ÷úʪ¤ÎÃϿ̱þÅú¿äÄê¼êË¡, ÆüËÜ·úÃ۳زñ¹½Â¤·ÏÏÀʸ½¸, 634, 2151--2158, 2008.

¶â͵¼â¡¤ÊÉë߷¼÷³¤¡¤¾¾¿¹ÂÙ¤¡¤ÊÉë߷¼÷°ì, E¡Ý¥Ç¥£¥Õ¥§¥ó¥¹¤Ë¤è¤ë¼ÂÂç6ÁØÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥ÈÂÑ¿ÌÊɥե졼¥à¹½Â¤¤ÎÇ˲õ²áÄøµæÌÀ¤Ë´Ø¤¹¤ë²òÀÏŪ¸¦µæ, ÆüËÜ·úÃ۳زñ¹½Â¤·ÏÏÀʸ½¸, 74, 641, 1327--1334, 2009.

Hossein Mostafaei, Frank J. Vecchio, Toshimi Kabeyasawa, Deformation Capacity of Reinforced Concrete Columns, ACI Structural Journal, 106-S20, 2, 187--195, 2009.

¶â͵¼â, ÊÉë߷ ¼÷°ì, ÊÉë߷ ¼÷³¤, ºä¾å¼Â, 2008ǯ´ä¼ê¡¦µÜ¾ëÆâΦÃϿ̤ª¤è¤Ó´ä¼ê¸©±è´ßËÌÉôÃϿ̤ˤª¤±¤ë;¿Ì´Ñ¬¤ÈRC·úʪ¤Î¼ÂµóÆ°¤Ë´Ø¤¹¤ë¸¦µæ, ¹½Â¤¹©³ØÏÀʸ½¸, 55, 439--446, 2009.

ûæ º¬Ô¢, ÊÉë߷ ¼÷³¤, ¶â͵¼â, ÊÉë߷ ¼÷°ì, PHAN Van Quang, Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥È¤ÊÒ¦¤½¤ÇÊÉÉÕ¤­Ãì¤Î½ª¶É¶¯Å٤˴ؤ¹¤ë¼Â¸³Åª¸¦µæ, ¹½Â¤¹©³ØÏÀʸ½¸, 55B, 385--390, 2009.

¶â ͵ ¼â¡¤ÊÉë߷¼÷³¤¡¤¾¾¿¹ÂÙ¤¡¤ÊÉë߷¼÷°ì, E¡Ý¥Ç¥£¥Õ¥§¥ó¥¹¤Ë¤è¤ë¼ÂÂ磶ÁØÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥ÈÂÑ¿ÌÊɥե졼¥à¹½Â¤¤ÎÇ˲õ²áÄøµæÌÀ¤Ë´Ø¤¹¤ë²òÀÏ, ÆüËÜ·úÃ۳زñ¹½Â¤·ÏÏÀʸ½¸, 641, 1327--1334, 2009.

PHAN Van Quang¡¤ÊÉë߷¼÷³¤¡¤¶â͵¼â¡¤ÊÉë߷¼÷°ì, Axial-Shear-Flexure Interaction¥â¥Ç¥ë¤Ë¤è¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤ξ¦µÊÉÉÕ¤­Ãì¤Î²Ù½ÅÊÑ·Á´Ø·¸¤Îɾ²Á, ¹½Â¤¹©³ØÏÀʸ½¸, 56B, 75--80, 2010.

Toshimi Kabeyasawa; Toshikazu Kabeyasawa, New Concept on Fail-Safe Design of Foundation Structure Systems Insensitive to Extreme Motions, Advances in Performance-Based Earthquake Engineering, Springer GGEE, 13, 113--124, 2010.

Toshimi Kabeyasawa, Yousok Kim, Mitsuharu Sato, Hwang Hyunseong, Yoji Hosokawa, Tests and Analysis on Flexural Deformability of Reinforced Concrete Columns with Wing Walls, PCEE2011, 102-1--9, 2011.

Toshikazu Kabeyasawa, Toshimi Kabeyasawa, Lateral Loading Test on Spread Foundation in an Existing Reinforced Concrete School Building, PCEE2011, 058-1--9, 2011.

PHAN Van Quang¡¤ÊÉë߷¼÷³¤¡¤¶â ͵¼â¡¤ÊÉë߷¼÷°ì, IRREGULAR CROSS SECTION ANALYSIS METHOD¤Ë¤è¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤µÊÉÉÕ¤­Ãì¤ÎÉü¸µÎÏÆÃÀ­¤Îɾ²Á, ¹½Â¤¹©³ØÏÀʸ½¸, Vol.57B, 587--596, 2011.

Fides Umemura, Hisashi Umemura, Toshimi Kabeyasawa, Peak Story Drift Distribution in Passively Damped Multistory Buildings – A simplified estimation method, Journal of Structural Engineering, 57B, 293--300, 2011.

º´Æ£ ½¼À²¡¦ÊÉë߷ ¼÷³¤¡¦¶â ͵¼â¡¦Hwang Hyun Seong, ¸ü¤¤ÂµÊɤòÍ­¤¹¤ëRC ¤Ãì¤Î¶Ê¤²¶¯Å٤ȿÙÀ­¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, 33, 2, 127--132, 2011.

ÊÉë߷ ¼÷°ì¡¦ÊÉë߷ ¼÷³¤¡¦¶â ͵¼â¡¦ºÙÀî Íμ£, ´û¸Ŵ¶Ú¥³¥ó¥¯¥ê¡¼¥È·úʪľÀÜ´ðÁäξ×ÆÍ¿åÊ¿ºÜ²Ù¼Â¸³, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, 33, 2, 937--942, 2011.

Ĺ¹¾ÂóÌ顤Åĸ¶·ò°ì¡¤Ê¡»³Ô¢Éס¤¾¾¿¹ÂÙ¤¡¤±ö¸¶¡¡Åù¡¤ÊÉë߷¼÷³¤¡¤²ÏÌî¡¡¿Ê¡¤À¾»³Êö¹­¡¤À¾»³¡¡¸ù, £´³¬·ú¤ÆÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤·úʪ¤òÂоݤȤ·¤¿Âç·¿¿¶Æ°Âæ¼Â¸³, ÆüËÜ·úÃ۳زñ¹½Â¤·ÏÏÀʸ½¸, 669, 1961--1970, 2011.

º´Æ£ ½¼À²¡¤ÊÉë߷ ¼÷³¤¡¤¶â ͵¼â¡¤²« ¸­À»¡¤ºÙÀî Íμ£¡¤Ê¡»³ ÍΡ¤¿ÛˬÅÄ À²É§¡¤ÊÉë߷ ¼÷°ì, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤µÊÉÉÕ¤­Ãì¤ÎÊÑ·ÁÀ­Ç½¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ, ¹½Â¤¹©³ØÏÀʸ½¸, Vol.58B, 1--10, 2012.

ÊÉë߷ ¼÷°ì¡¤²ÃÆ£¼þÆó¡¤ÊÉë߷ ¼÷³¤¡¤ºÙÀîÍμ£, Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥È¤¤½¤ÇÊÉÉÕÃìÉôºà¤Î¶Ê¤²À­Ç½¤ËÂФ¹¤ë¹øÊÉ¿â¤ìÊɤαƶÁ, ¹½Â¤¹©³ØÏÀʸ½¸, Vol59B, 15--20, 2013.

ÅÏî´¸øÈþ¡¤ÊÉë߷ ¼÷°ì¡¤ÊÉë߷ ¼÷³¤¡¤Ê¡»³ÍΡ¤¥¯¥ï¥ó ¥Ò¥å¡¼ ¥Ö¥¤, ºÙÀîÍμ£, ¥³¥ó¥¯¥ê¡Ý¥È´ðÁäγê¤ê¤Ë´Ø¤¹¤ëưŪ»î¸³, ¹½Â¤¹©³ØÏÀʸ½¸, Vol59B, 271--276, 2013.

Ê¿Åľ»¹¨, ÆàÎɲ¬À¿Ìé, ¶â͵¼â, ¿¿ÅÄÌ÷»Î, ¾¾ËÜϹÔ, ÊÉë߷¼÷³¤, ÁÒËÜÍÎ, Ê¡ÅĽÓʸ, ²ÃÆ£ÆØ, ¾®Àî¿®¹Ô, ÂÑ¿ÌÊɤòÍ­¤¹¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤¥Ô¥í¥Æ¥£·úʪ¤Î¿ÌÆ°¼Â¸³, ¤½¤Î1 »î¸³ÂΤª¤è¤Ó¼Â¸³ÊýË¡, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, C-2, 705--706, 2001.

¶â͵¼â, ÆàÎɲ¬À¿Ìé, Ê¿Åľ»¹¨, ¿¿ÅÄÌ÷»Î, ¾¾ËÜϹÔ, ÊÉë߷¼÷³¤, ÁÒËÜÍÎ, Ê¡ÅĽÓʸ, ²ÃÆ£ÆØ, ¾®Àî¿®¹Ô, ÂÑ¿ÌÊɤòÍ­¤¹¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤¥Ô¥í¥Æ¥£·úʪ¤Î¿ÌÆ°¼Â¸³, ¤½¤Î2 Ç˲õ·Ð²á¤ª¤è¤ÓÊÑ·Á¤È³°ÎϤÎʬÉÛ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, C-2, 707--708, 2001.

¿¿ÅÄÌ÷»Î, ÆàÎɲ¬À¿Ìé, Ê¿Åľ»¹¨, ¶â͵¼â, ¾¾ËÜϹÔ, ÊÉë߷¼÷³¤, ÁÒËÜÍÎ, Ê¡ÅĽÓʸ, ²ÃÆ£ÆØ, ¾®Àî¿®¹Ô, ÂÑ¿ÌÊɤòÍ­¤¹¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤¥Ô¥í¥Æ¥£·úʪ¤Î¿ÌÆ°¼Â¸³, ¤½¤Î3 ÆþÎϤ˴ؤ¹¤ë¸¡Æ¤, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, C-2, 709--710, 2001.

ÆàÎɲ¬À¿Ìé,Ê¿Åľ»¹¨, ¶â͵¼â, ¿¿ÅÄÌ÷»Î, ¾¾ËÜϹÔ, ÊÉë߷¼÷³¤, ÁÒËÜÍÎ, Ê¡ÅĽÓʸ, ²ÃÆ£ÆØ, ¾®Àî¿®¹Ô, ÂÑ¿ÌÊɤòÍ­¤¹¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤¥Ô¥í¥Æ¥£·úʪ¤Î¿ÌÆ°¼Â¸³, ¤½¤Î4 Éü¸µÎÏÆÃÀ­¤Ë´Ø¤¹¤ë¸¡Æ¤, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, C-2, 711--712, 2001.

ÄÅÌîÌ÷»Î, ¹©Æ£°ì²Å, ¿¿ÅÄÌ÷»Î, ÊÉë߷¼÷³¤, ÁÒËÜÍÎ, Ê¡ÅĽÓʸ, ²ÃÆ£ÆØ, ¾®Àî¿®¹Ô, ÂÑ¿ÌÊɤòÍ­¤¹¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤¥Ô¥í¥Æ¥£·úʪ¤Î¿ÌÆ°¼Â¸³, ¤½¤Î5 ²Ã®Åٷפη׬ÀºÅ٤˴ؤ¹¤ë¸¡Æ¤, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, C-2, 713--714, 2001.

ÅÄÊÕÂçÃÏ,ÊÉë߷¼÷³¤, Åĺ͹¸, ¾®ÀôÍÎ,Âç¿ùÂÙ»Ò,ÅļÎè, ¸Þ½½Íò½Ó°ì, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥ÈÃì¤ÎÃÏ¿Ì»þ¼´°µ½ÌÇ˲õ¤ËÂФ¹¤ë¥·¡¼¥ÈÊ䶯¤Ë´Ø¤¹¤ë¸¦µæ, ¤½¤Î1 ¥×¥ê¥º¥à¼Â¸³¤Î³µÍפª¤è¤Ó¼Â¸³·ë²Ì, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, C-2, 519--520, 2001.

¾®ÀôÍÎ, ÊÉë߷¼÷³¤, Åĺ͹¸, Âç¿ùÂÙ»Ò, ÅÄÊÕÂçÃÏ, ÅļÎè, ¸Þ½½Íò½Ó°ì, ¶Ú¥³¥ó¥¯¥ê¡¼¥ÈÃì¤ÎÃÏ¿Ì»þ¼´°µ½ÌÇ˲õ¤ËÂФ¹¤ë¥·¡¼¥ÈÊ䶯¤Ë´Ø¤¹¤ë¸¦µæ, ¤½¤Î2 ¥×¥ê¥º¥à»î¸³ÂΤζ¯ÅÙ¤ËÂФ¹¤ëÊ䶯Î̤αƶÁ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, C-2, 521--522, 2001.

ÅļÎè,Åĺ͹¸,ÊÉë߷¼÷³¤,ÅÄÊÕÂçÃÏ,Âç¿ùÂÙ»Ò, ¾®ÀôÍÎ,¸Þ½½Íò½Ó°ì, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥ÈÃì¤ÎÃÏ¿Ì»þ¼´°µ½ÌÇ˲õ¤ËÂФ¹¤ë¥·¡¼¥ÈÊ䶯¤Ë´Ø¤¹¤ë¸¦µæ, ¤½¤Î3 Ãì¼Â¸³³µÍפª¤è¤ÓÇ˲õÀ­¾õ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, C-2, 523--524, 2001.

Âç¿ùÂÙ»Ò, ÊÉë߷¼÷³¤, Åĺ͹¸,¾®ÀôÍÎ,ÅÄÊÕÂçÃÏ, ÅļÎè, ¸Þ½½Íò½Ó°ì, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥ÈÃì¤ÎÃÏ¿Ì»þ¼´°µ½ÌÇ˲õ¤ËÂФ¹¤ë¥·¡¼¥ÈÊ䶯¤Ë´Ø¤¹¤ë¸¦µæ, ¤½¤Î4 Ãì¼Â¸³·ë²Ì¤ª¤è¤Ó·ë²Ì¤ÎʬÀÏ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, C-2, 525--526, 2001.

έ½Õ½Ê, ÊÉë߷ ¼÷³¤, ¹âÌ©ÅٴѬ¤Ë¤è¤ë¹½Â¤ÊªÃÏÈ׷ϤÎÃϿ̱þÅú¤Ë´Ø¤¹¤ë¸¦µæ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, B-2, 517--518, 2001.

µÈ²¬¿­¸ç¡¤¶­Í­µª¡¤¹©Æ£°ì²Å¡¤ÊÉë߷¼÷³¤, ¼Â´Ñ¬µ­Ï¿¤Ë´ð¤Å¤¯Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤³Ø¹»·úʪ¤ÎÃϿ̱þÅú²òÀÏ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, C-2, 717--718, 2001.

ÊÉë߷¼÷³¤, Åĺ͹¸, ¸Þ½½Íò½Ó°ì, ´û¸Ŵ¶Ú¥³¥ó¥¯¥ê¡Ý¥È·úʪ¤ÎÊø²õ¤ËÂФ¹¤ë´Ê°×ÂÑ¿ÌÊ䶯¼êË¡¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ(¤½¤Î1), ÆüËÜÃϿ̹©³Ø²ñǯ¼¡Âç²ñÏÀʸ½¸, 1--1, 2001.

Åĺ͹¸, ÊÉë߷¼÷³¤, ¸Þ½½Íò½Ó°ì, ´û¸Ŵ¶Ú¥³¥ó¥¯¥ê¡Ý¥È·úʪ¤ÎÊø²õ¤ËÂФ¹¤ë´Ê°×ÂÑ¿ÌÊ䶯¼êË¡¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ(¤½¤Î2), ÆüËÜÃϿ̹©³Ø²ñǯ¼¡Âç²ñÏÀʸ½¸, 1--1, 2001.

Mostafaei H., Kabeyasawa T., Investigation and Analysis of Damage to Buildings During the 2003 Bam Earthquake, Bull. Earthq. Res. Inst. Univ. Tokyo, 79, 3/4, 107--132, 2005.

Mostafaei H., Kabeyasawa T., Effect of Infill Masonry Walls on the Seismic Response of Reinforced Concrete Buildings Subjected to the 2003 Bam Earthquake Strong Motion, Bull. Earthq. Res. Inst. Univ. Tokyo, 79, 3/4, 133--156, 2005.

Yasushi Sanada, Ali Niousha, Masaki Maeda, Toshimi Kabeyasawa and Mohammad Reza Ghayamghamian, Building Damage around Bam Seismological Observatory Following the Bam, Bull. Earthq. Res. Inst. Univ. Tokyo, 79, 3/4, 95--105, 2005.

¿¿ÅÄÌ÷»Î¡¦Â¼À¥Àµ¼ù¡¦ÊÉë߷¼÷³¤, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤ÂÑ¿ÌÊɤζɽꤻ¤óÃÇÎÏ¡¦¼´ÎϤη׬¼Â¸³, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, 27, 2, 451--456, 2005.

¼À¥Àµ¼ù¡¦ÊÉë߷¼÷³¤¡¦¿¿ÅÄÌ÷»Î¡¦¸Þ½½Íò½Ó°ì, ¥Ý¥ê¥¨¥¹¥Æ¥ëÀ½Á¡°Ý¥·¡¼¥È¤òÍѤ¤¤¿Å´¶Ú¥³¥ó¥¯¥ê¡¼¥ÈÊɤÎÂÑ¿ÌÊ䶯¤Ë´Ø¤¹¤ë¸¦µæ, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, 27, 2, 1075--1080, 2005.

ÊÉë߷ ¼÷³¤, ·úʪ¤ÎÃÏ¿Ì»þ¤Ë¤ª¤±¤ëÀ­Ç½¤È¤·¤Æµá¤á¤é¤ì¤ë¤â¤Î¤Ï²¿¤«¡¢¤µ¤é¤Ë¤½¤ÎÀ­Ç½¤òËþ¤¿¤¹À߷פÎÊýË¡, Âç³Ø¤È²Ê³Ø¡Ø¤³¤³¤Þ¤Ç¿Ê¤ó¤ÀÆüÊƤÎÅÔ»ÔÃÏ¿ÌËɺҡÙ, 2--10, 2005.

ÊÉë߷ ¼÷³¤¡¦ÊÉë߷ ¼÷°ì, ¸Â³¦ÂÑÎÏ·×»»¤Ë¤è¤ëÊп´·úÃÛʪ¤ÎÃϿ̱þÅúɾ²Á, ¡Ö·úÃÛʪ¤Î½ª¶ÉÂÑ¿ÌÀ­Ç½É¾²Á¼êË¡¤Î¸½¾õ¤È²ÝÂê¡×, 1--20, 2005.

ÊÉë߷¼÷³¤,¾¾¿¹ÂÙ¤,ÁÒËÜÍÎ, Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥È¹½Â¤¤Ë´Ø¤¹¤ë¼Â¸³·×²è, Âç·¿¿¶Æ°Âæ¤Î³èÍѤÈÂѿ̹½Â¤¹©³Ø¤ÎȯŸ, 1--10, 2005.

ÊÉë߷ ¼÷³¤, ¿¶Æ°Âæ¼Â¸³¤Ë¤è¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡Ý¥È¤·úʪ¤ÎÃÏ¿Ì»þÊø²õµóÆ°¤ÎÇÄ°® ÂçÅÔ»ÔÂç¿ÌºÒ·Ú¸º²½ÆÃÊÌ¥×¥í¥¸¥§¥¯¥È¡ÝRC·úʪ¤Ë´Ø¤¹¤ë¸¦µæ¡Ý¤Î³µÍ×, ·úÃÛËɺÒ, 346, 1--15, 2006.

ÊÉë߷ ¼÷³¤, ¾¾¿¹ÂÙ¤, £Ò£Ã·úÃÛ¹½Â¤Êª¤Î¿¶Æ°Ç˲õ¼Â¸³, ÆüËÜÃϿ̹©³Ø²ñ»ï, 4, 1--4, 2006.

ÊÉë߷ ¼÷³¤, Âѿ̶¯ÅÙµ¶Áõ, ÌÈ¿Ì, 8, 1--4, 2006.

ÊÉë߷ ¼÷³¤, ³Ø¹»¹»¼Ë¤ÎÂÑ¿ÌÊ䶯¤Ë´Ø¤¹¤ë¼ÂÂç¿ÌÆ°¼Â¸³¤Î·×²è¤ÈͽÈ÷²òÀÏ, Ê¿À®17ǯÅÙÂçÅÔ»ÔÂç¿ÌºÒ·Ú¸º²½ÆÃÊÌ¥×¥í¥¸¥§¥¯¥È¸¦µæÊó¹ð½ñ, 1--30, 2006.

ÊÉë߷ ¼÷³¤, ¿¶Æ°Âæ¼Â¸³¤Ë¤è¤ë·úÃÛʪ¤ÎÃÏ¿Ì»þµóÆ°¤ÎÇÄ°®, ÆüËÜ·úÃ۳زñÂç²ñPD»ñÎÁ, 1--8, 2006.

ÊÉë߷ ¼÷³¤, ¿¶Æ°Âæ¼Â¸³¤Ë¤è¤ë·úÃÛʪ¤ÎÃÏ¿Ì»þµóÆ°¤ÎÇÄ°®, ÆüËÜ·úÃ۳زñÂç²ñPD»ñÎÁ, 1--8, 2007.

ÊÉë߷¼÷³¤¡¤¾¾¿¹ÂÙ¤, ÊÉë߷¼÷°ì¡¤ÊÉë߷¼÷À®¡¤¶â͵¼â, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤¼ÂÂ磳ÁØ·úʪ¤Î¿¶Æ°¼Â¸³³µÍ×, ¡ÖÂçÅÔ»ÔÂç¿ÌºÒ·Ú¸º²½ÆÃÊÌ¥×¥í¥¸¥§¥¯¥È¡ÊÂçÂçÆá˭¶¡¥¿ÌÆ°Âæ³èÍѤˤè¤ë¹½Â¤Êª¤ÎÂÑ¿ÌÀ­¸þ¾å¸¦µæ¡×, ÆüËÜÃϿ̹©³Ø²ñ»ï, 5, 54--61, 2007.

ÊÉë߷ ¼÷³¤, ´û¸Ŵ¶Ú¥³¥ó¥¯¥ê¡Ý¥È¤·úʪ¤ÎÂÑ¿Ì¿ÇÃǤÈÂÑ¿ÌÊ䶯, ÂçÅÔ»ÔÂç¿ÌºÒ·Ú¸º²½ÆÃÊÌ¥×¥í¥¸¥§¥¯¥È¡ÝRC·úʪ¤Ë´Ø¤¹¤ë¸¦µæ¡Ý¤Î³µÍ×, Seismic Performance Evaluation and Retrofit of Existing Reinforced Concrete Buildings, An Outline of Special Project for Earthquake Disaster Mitigation in Urban Areas - Research on RC Buildings -, ÆüËÜ·úÃ۳زñ¶å½£»ÙÉô¹Ö±é²ñ»ñÎÁ, 1--15, 2007.

ÊÉë߷¼÷³¤¡¤¾¾¿¹ÂÙ¤, ¼ÂÂçRC³Ø¹»¹»¼Ë¤Î¿¶Æ°Ç˲õ¼Â¸³ ʸÉô²Ê³Ø¾Ê¡ÖÂçÅÔ»ÔÂç¿ÌºÒ·Ú¸º²½ÆÃÊÌ¥×¥í¥¸¥§¥¯¥È¡ÊÂçÂçÆá˭¶¡¥¿ÌÆ°Âæ³èÍѤˤè¤ë¹½Â¤Êª¤ÎÂÑ¿ÌÀ­¸þ¾å¸¦µæ¡×¤Ë¤è¤ë2006ǯÅÙ¼ÂÂç¼Â¸³¤Î³µÍ×, ʸ¶µ»ÜÀß, 25, 36--39, 2007.

ÊÉë߷ ¼÷³¤, ¶ËÂѿ̹½Â¤ Hyper Earthquake-Resistant System, structure, 10·î, 2--3, 2007.

ÊÉë߷ ¼÷°ì, ÊÉë߷ ¼÷³¤, Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥È·úʪ¤Î´ðÁ乤٤êÆþÎϰﻶ¤Ë´Ø¤¹¤ë¸¦µæ, ÃϿ̹©³Ø¸¦µæ¥ì¥Ý¡¼¥È, Åìµþ¹©¶ÈÂç³ØÅÔ»ÔÃϿ̹©³Ø¥»¥ó¥¿¡¼, 106, 19--28, 2008.

ÊÉë߷ ¼÷³¤, Íû¹¯Ç«, Æï ¹À°ì, ÊÉë߷ ¼÷°ì, ÅÔ¹¾±á»Ô¤Ë¤ª¤±¤ë³Ø¹»·úÃÛ¤ÎÈﳲĴºº, ·úÃÛËɺÒ, 371, 28--45, 2008.

ÊÉë߷¼÷³¤¡¦¶â͵¼â¡¦ÊÉë߷¼÷°ì¡¦¾¾¿¹ÂÙ¤, E-¥Ç¥£¥Õ¥§¥ó¥¹¤òÍѤ¤¤¿¼ÂÂçÅ´¶Ú¥³¥ó¥¯¥ê¡Ý¥È·úʪ¤Î£³¼¡¸µ¿¶Æ°Ç˲õ¼Â¸³¤È²òÀÏ, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Ø, 47, 11, 16--22, 2009.

ÊÉë߷ ¼÷³¤, Íû ¹¯Ç«, Æï ¹À°ì, ÊÉë߷ ¼÷°ì, 2008ǯÃæ¹ñ汶ÀîÃϿ̤ˤè¤ëÅÔ¹¾±á»ÔÆâ¤Î³Ø¹»·úÃÛ¤ÎÈï³², ÃÏ¿Ì¥¸¥ã¡¼¥Ê¥ë, 47, 50--57, 2009.

ÊÉë߷¼÷³¤¡¦ÊÉë߷¼÷°ì¡¦¶â͵¼â¡¦¾¾¿¹ÂÙ¤, Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥È·úʪ¤Î¥Õ¥§¡¼¥ë¥»¡¼¥ÕÂÑ¿ÌÀ߷סݴðÁ乤٤êÆþÎϰﻶ¤Ë°Í¸¤¹¤ë¶¯ÅÙ·¿Âѿ̹½Â¤¤Î¼ÂÂ翶ư¼Â¸³¤Ë¤è¤ë¸¡¾Ú¡Ý, ÃϿ̹©³Ø²ñ»ï, 10, 16--21, 2009.

ÊÉë߷ ¼÷³¤, ÂÑ¿ÌÊɤËÏÈΤÏɬÍפ«, ·úÃÛµ»½Ñ, 6·î, 102--105, 2009.

ÊÉë߷ ¼÷³¤, ½éÊ⤫¤é³Ø¤Ö¡ÖÊÝÍ­¿åÊ¿ÂÑÎÏ·×»»¡×¡Ê´Æ½¤:ÊÉë߷ ¼÷³¤¡Ë³µÏÀ¡½¤¤¤Þ¤Ê¤¼ÊÝÍ­¿åÊ¿ÂÑÎϤλ»ÄêË¡¤«, ·úÃÛµ»½Ñ, 4·î¹æ, 101--105, 2010.

ÊÉë߷ ¼÷³¤, ·úÃÛ¹½Â¤Êª¤ÎÂÑ¿ÌÀ߷פÈ̤ÍèºàÎÁ, ̤ÍèºàÎÁ, 10, 12, 8--15, 2010.

ÊÉë߷¼÷³¤, Åĺ͹¸, Æï¹À°ì, °ë²í¿Í, ·úÃÛ´ð½àË¡Åù¤Ë·¸¤ëµ»½Ñ´ð½àÀ°È÷¤Î¤¿¤á¤Î»ö¶È¡ÊÊ¿À®20¡Á22ǯÅÙÊó¹ð¡ËÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤¤ÎÊÑÃÇÌÌÉôºà¤Î¹½Â¤ÆÃÀ­É¾²Á¤Ë´Ø¤¹¤ë¼Â¸³, ¥Ó¥ë¥Ç¥£¥ó¥°¥ì¥¿¡¼, 12--30, 2011.

ÊÉë߷ ¼÷³¤, Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥È·úʪ¤ÎÃÏ¿ÌÈï³²¤ÈÂÑ¿ÌÀ­Ç½¤Î¸½¾õ, ·úÃÛ»¨»ï, Vol127, No1637, 16--17, 2012.

ÊÉë߷ ¼÷³¤(ÆüËÜ·úÃ۳زñʸ¶µ»ÜÀß°Ñ°÷²ñÂÑ¿ÌÀ­Ç½Åù¾®°Ñ°÷²ñ¼çºº, ʸ¶µ»ÜÀߤÎÂÑ¿ÌÀ­Ç½Åù¤Ë´Ø¤¹¤ëÄ´ºº¸¦µæÊó¹ð½ñ, 1--500, 2012.

²ÏÌî¿Ê, ÊÉë߷¼÷³¤, ¿¿ÅÄÌ÷»Î, ºä²¼²í¿®, ¹â¶¶Ç·, »ÔÇ·À¥ÉÒ¾¡, À¾»³Êö¹­, ·úÃÛ´ð½àË¡Åù¤Ë·¸¤ëµ»½Ñ´ð½àÀ°È÷¤Î¤¿¤á¤Î»ö¶È(Ê¿À®23¡Á24ǯÅÙÊó¹ð)Ï¢ÁØÂÑÎÏÊɤι½Â¤¾ÜºÙ¤¬½ª¶É»þÊÑ·ÁǽÎϤËÍ¿¤¨¤ë±Æ¶Á, ¥Ó¥ë¥Ç¥£¥ó¥°¥ì¥¿¡¼, 8, 1--16 , 2013.

H. Kuramoto and T. Kabeyasawa, Sub-Structure Pseudo Dynamic Testing on 6-Story Reinforced Concrete Frame with Soft First Story, The Second US-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, Sapporo, 2000.9, 145--158, ERI, 2000.

Toshimi Kabeyasawa, Yoo Choon-Sook, Kim You-Sok and Kazuyoshi Kudo, Displacement Responses of Reinforced Concrete Structures with Flexible Foundation, The Second US-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, Sapporo, 2000.9, 89--102, ERI, 2000.

Toshimi Kabeyasawa, Yasushi Sanada and Hiroshi Kuramoto, Design and Analysis of A Six-Story Reinforced Concrete Frame-Wall System with Soft First Story for Shaking Table Test, The Second US-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, Sapporo, 2000.9, 17--30, ERI, 2000.

¿¿ÅÄÌ÷»Î¡¤ÊÉë߷¼÷³¤¡¤ÁÒËÜÍÎ, ÂÑ¿ÌÊɤòÍ­¤¹¤ëRC¤¥Ô¥í¥Æ¥£¹½Â¤¤ÎưŪ¼Â¸³¤Ë´Ø¤¹¤ë²òÀÏŪ¸¡Æ¤, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Øǯ¼¡ÏÀʸ½¸Âè23´¬Âè3¹æ, »¥ËÚ, 2001ǯ7·î, 37--42, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Ø¶¨²ñ, 2001.

µÈ²¬¿­¸ç¡¤¶­Í­µª¡¤¹©Æ£°ì²Å¡¤ÊÉë߷¼÷³¤, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤³Ø¹»·úʪ¤Ç´Ñ¬¤µ¤ì¤¿¶¯¿Ìµ­Ï¿¤ÈÃϿ̱þÅú, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Øǯ¼¡ÏÀʸ½¸Âè23´¬Âè3¹æ, »¥ËÚ, 2001ǯ7·î, 1195--1200, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Ø¶¨²ñ, 2001.

¾®ÀôÍΡ¤ÊÉë߷¼÷³¤¡¤Åĺ͹¸¡¤¸Þ½½Íò½Ó°ì, Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥ÈÃì¤ÎÃÏ¿Ì»þ¼´°µ½ÌÇ˲õ¤ËÂФ¹¤ë¥·¡¼¥ÈÊ䶯¤Ë´Ø¤¹¤ë¸¦µæ, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Øǯ¼¡ÏÀʸ½¸Âè23´¬Âè3¹æ, »¥ËÚ, 2001ǯ7·î, 937--942, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Ø¶¨²ñ, 2001.

ÅÄÊÕÂçÃÏ¡¤Âç¿ùÂÙ»Ò, Åĺ͹¸, ÊÉë߷¼÷³¤, Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥ÈÃì¤ÎÃÏ¿Ì»þ¼´°µ½ÌÇ˲õ¤ËÂФ¹¤ë¥·¡¼¥ÈÊ䶯¤Ë´Ø¤¹¤ë¸¦µæ, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Øǯ¼¡ÏÀʸ½¸Âè23´¬Âè1¹æ, »¥ËÚ, 2001ǯ7·î, 943--948, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Ø¶¨²ñ, 2001.

ÊÉë߷¼÷³¤¡¤¿¿ÅÄÌ÷»Î¡¤ÁÒËÜÍΡ¤Ê¡ÅĽÓʸ¡¤¾¾ËÜϹԡ¤ÆàÎɲ¬À¿Ì顤ʿÅľ»¹¨, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¥Ô¥í¥Æ¥£·úʪ¤Î¿ÌÆ°¼Â¸³, Â裲²ó¹½Â¤Êª¤ÎÇ˲õ²áÄø²òÌÀ¤Ë´ð¤Å¤¯ÃÏ¿ÌËɺÒÀ­¸þ¾å¤Ë´Ø¤¹¤ë¥·¥ó¥Ý¥¸¥¦¥àÏÀʸ½¸, Åìµþ, 2001ǯ3·î, 171--176, ÅÚÌڳزñµ»½Ñ¿ä¿Êµ¡¹½, 2001.

ÊÉë߷¼÷³¤¡¤¿¿ÅÄÌ÷»Î¡¤ÁÒËÜÍΡ¤Ê¡ÅĽÓʸ, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¥Ô¥í¥Æ¥£·úʪ¤ÎÂÑ¿ÌÀß·×Ë¡, Â裲²ó¹½Â¤Êª¤ÎÇ˲õ²áÄø²òÌÀ¤Ë´ð¤Å¤¯ÃÏ¿ÌËɺÒÀ­¸þ¾å¤Ë´Ø¤¹¤ë¥·¥ó¥Ý¥¸¥¦¥àÏÀʸ½¸, Åìµþ, 2001ǯ3·î, 177--182, ÅÚÌڳزñµ»½Ñ¿ä¿Êµ¡¹½, 2001.

ÊÉë߷ ¼÷³¤¡¢»ÔÇ·À¥ÉÒ¾¡¡¢²ÃÆ£Âç²ð¡¢ËÌ»³Ï¹¨, ÆüÊƶ¦Æ±¸¦µæ¤Ë¤è¤ëÅÔ»ÔÃϿ̺ҳ²¤Î·Ú¸º¡¼·×²è¸¦µæ2-1¡§À­Ç½´ðÈ×·¿Àß·×Ë¡¤Î³«È¯¡¼, ¡ÖÆüÊƶ¦Æ±¸¦µæ¤Ë¤è¤ëÅÔ»ÔÃϿ̺ҳ²¤Î·Ú¸º¡×Â裱²ó¹ñÆâ¥ï¡¼¥¯¥·¥ç¥Ã¥×ÏÀʸ½¸, µþÅÔ, 2001ǯ4·î, 19--22, µþÅÔÂç³ØËɺҸ¦µæ½ê, 2001.

Sanada, Y. and Kabeyasawa, T, Analysis of A Wall-Frame Test Structure with Soft First Story, US-Japan Workshop on Urban Disaster Mitigation, U.S.-Japan Joint Workshop and Third Grantees Meeting, Seattle, 2001ǯ4·î, 414--423, DPRI, Kyoto University, 2001.

Toshimi Kabeyasawa, Akira Tasai and Shun'ichi Igarashi, An Efficient and Economical Method of Strengthening Reinforced Concrete Columns against Axial Load Collapse during Major Earthquake, The Third US-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, Seattle, Aug, 2001, 1--12, ERI, 2001.

Toshimi Kabeyasawa, Yasushi Sanada, Toshihumi Fukuta and Hiroshi Kuramoto, Shaking Table Test and Design Analysis of A Wall-Frame Structure with Soft First Story, The Fourth International Symposium on Earthquake Engineering for Moderate Seismicity Regions, Seoul, Feb, 2001, 94--112, KEERC, SNU, 2001.

Toshimi Kabeyasawa, Akira Tasai and Shun'ichi Igarashi, A New Method of Strengthening Reinforced Concrete Columns against Axial Load Collapse during Major Earthquake, EASEC-8, Singpore, Dec, 2001, 1--10, 2001.

ÊÉë߷¼÷³¤, Åĺ͹¸, ¸Þ½½Íò½Ó°ì, Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥È·úʪ¤ÎÊø²õËɻߤΤ¿¤á¤Î·ÐºÑŪ¤ÊÂÑ¿ÌÊ䶯¼êË¡, °ÂÁ´¹©³Ø¥·¥ó¥Ý¥¸¥¦¥à, Åìµþ, 2001.7, 1--4, ÆüËܳؽѲñµÄ, 2001.

Toshimi Kabeyasawa, Confinement Design of Core Wall in Hybrid Wall System against Seismic Deformation Demand, International Seminar on Structural Performance Evaluation of Hybrid Wall System, Seoul, 6.7, 1--16, Hanyan University, 2001.

Kabeyasawa, Toshimi, Tasai, A., Igarashi, S., Ohsugi, Y., Hassane, O. , Test and Analysis of Reinforced Concrete Columns Strengthened with Economical Sheet Against Axial Load Collapse during Major Earthquake, ACE2002: Advances in Civil Engineering, 5th International Congress, Istanbul, Turkey, 9.25-9.27, 123--132, Istanbul Technical University, 2002.

Yousok Kim and Toshimi Kabeyasawa , Shaking Table Test of Reinforced Concrete Frames with/without Strengthening for Eccentric Soft-First Story, The fourth US-Japan Workshop on Performance-based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, Toba, Japan, 10.22-10.24, 1--14, Earthquake Research Institute, 2002.

Toshimi Kabeyasawa, Akira Tasai, Shunichi Igarashi , SRF: Super Retrofit with Flexibility Using Polyester for Reinforced Concrete Columns, Structural Engineers World Congress, Structural Engineers World Congress, Yokohama, Japan, 10.9-10.12, CD-ROM, , SEWC2002 Office, 2002.

Toshimi Kabeyasawa, Akira Tasai, Shunichi Igarashi , SRF: Super Retrofit with Flexibility Using Polyester for Reinforced Concrete Columns, Structural Engineers World Congress, Structural Engineers World Congress, Yokohama, Japan, 10.9-10.12, CD-ROM, , SEWC2002 Office, 2002.

ÊÉë߷¼÷³¤¡¦¶â͵¼â¡¦²ÃÆ£ÆØ¡¦¾®Àî¿®¹Ô, £²ÁØÊп´¥Ô¥í¥Æ¥£¤Î¿ÌÆ°¼Â¸³¡Ê¤½¤Î£±¡Ë¼Â¸³³µÍ×, Â裳²ó¹½Â¤Êª¤ÎÇ˲õ²áÄø²òÌÀ¤Ë´ð¤Å¤¯ÃÏ¿ÌËɺÒÀ­¸þ¾å¤Ë´Ø¤¹¤ë¥·¥ó¥Ý¥¸¥¦¥àÏÀʸ½¸, Tokyo, Japan, 2.28-3.1, 165--170, ÅÚÌڳزñ, 2002.

ÊÉë߷¼÷³¤¡¦¶â͵¼â¡¦²ÃÆ£ÆØ¡¦¾®Àî¿®¹Ô¡¦¾±¾¾Å󡦥¸¥ç¥ë¥À¥ó¡¦¥ß¥ì¥Ö, £²ÁØÊп´¥Ô¥í¥Æ¥£¤Î¿ÌÆ°¼Â¸³¡Ê¤½¤Î£²¡Ë¼Â¸³·ë²Ì, Â裳²ó¹½Â¤Êª¤ÎÇ˲õ²áÄø²òÌÀ¤Ë´ð¤Å¤¯ÃÏ¿ÌËɺÒÀ­¸þ¾å¤Ë´Ø¤¹¤ë¥·¥ó¥Ý¥¸¥¦¥àÏÀʸ½¸, Tokyo, Japan, 2.28-3.1, 171--176, ÅÚÌڳزñ, 2002.

Ousalem Hassane, Toshimi Kabeyasawa, Akira Tasai, Yasuko Ohsugi, Seismic tests on reinforced concrete columns to collapse under constant and varying axial load , Â裳²ó¹½Â¤Êª¤ÎÇ˲õ²áÄø²òÌÀ¤Ë´ð¤Å¤¯ÃÏ¿ÌËɺÒÀ­¸þ¾å¤Ë´Ø¤¹¤ë¥·¥ó¥Ý¥¸¥¦¥àÏÀʸ½¸, Tokyo, Japan, 2.28-3.1, 177--182, ÅÚÌڳزñ, 2002.

Âç¿ùÂÙ»Ò¡¦ÊÉë߷¼÷³¤¡¦Åĺ͹¸¡¦¸Þ½½Íò½Ó°ì¡¦ÅļÎ衦ÅÄÊÕÂçÃÏ¡¦¥¦¥µ¥ì¥à¡¦¥Ï¥Ã¥µ¥ó, Ä㶯ÅÙÅ´¶Ú¥³¥ó¥¯¥ê¡Ý¥ÈÃì¤ËÂФ¹¤ë¥·¡¼¥ÈÊ䶯¤Î¸ú²Ì, Â裳²ó¹½Â¤Êª¤ÎÇ˲õ²áÄø²òÌÀ¤Ë´ð¤Å¤¯ÃÏ¿ÌËɺÒÀ­¸þ¾å¤Ë´Ø¤¹¤ë¥·¥ó¥Ý¥¸¥¦¥àÏÀʸ½¸, Tokyo, Japan, 2.28-3.1, 183--190, ÅÚÌڳزñ, 2002.

ÅļÎ衦Åĺ͹¸¡¦ÊÉë߷¼÷³¤¡¦ÅÄÊÕÂçÃÏ, RCÃì¤ÎÃÏ¿Ì»þ¼´°µ½ÌÇ˲õ¤ËÂФ¹¤ë¥Ý¥ê¥¨¥¹¥Æ¥ëÀ½¥·¡¼¥È¤Ë¤è¤ëÊ䶯, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Øǯ¼¡Âç²ñ(2002), Tsukuba, Japan, 6.19-6.21, CD--2215, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Ø¶¨²ñ, 2002.

Âç¿ùÂÙ»Ò¡¦ÊÉë߷¼÷³¤¡¦Åĺ͹¸¡¦¸Þ½½Íò ½Ó°ì, Â礭¤ÊÊÑÆ°¼´ÎϤò¼õ¤±¤ëÃì¤ÎÊø²õ¤òËɻߤ¹¤ëÊ䶯ÊýË¡, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Øǯ¼¡Âç²ñ(2002), Tsukuba, Japan, 6.19-6.21, CD--2214, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Ø¶¨²ñ, 2002.

¾¾¿¹ÂÙ»°¡¦¾®Ã«½Ó²ð¡¦±ö¸¶Åù¡¦ÊÉë߷¼÷³¤, £²¤Ä¤ÎÁ²ÁýºÜ²Ù²òÀϤòÍѤ¤¤¿RC¤¹üÁȤÎÃÏ¿Ì»þÊÑ·Á¤Îɾ²ÁÊýË¡, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Øǯ¼¡Âç²ñ(2002), Tsukuba, Japan, 6.19-6.21, CD--2004, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Ø¶¨²ñ, 2002.

¿¿ÅÄÌ÷»Î¡¦ÊÉë߷¼÷³¤¡¦ÁÒËÜÍΡ¦ÃæǸÎɾ¼, ÂÑ¿ÌÊɤòÍ­¤¹¤ëRC¤¥Ô¥í¥Æ¥£·úʪ¤ÎÆþÎϤȽª¶É¸Â³¦À­Ç½¤Îɾ²Á, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Øǯ¼¡Âç²ñ(2002), Tsukuba, Japan, 6.19-6.21, CD--2006, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Ø¶¨²ñ, 2002.

Toshimi Kabeyasawa and Yasushi Sanada, Shaking Table Test and Analysis of A Reinforced Concrete Wall-Frame Building with Soft First Story, Proceedings of Slovenia-Japan Workshops on Performance Based Seismic Design Methodologies, Liubiriana, 2002, 51--59, University of Liubriana, 2002.

Yasushi Sanada, Toshimi Kabeyasawa, Hiroshi Kuramoto and Yoshiaki Nakano, A Seismic Design Method of Reinforced Concrete Wall-Frame System with Soft First Story, Proceedings of the Fourth Forum on Implications of Recent Earthquakes on Seismic Risk, Tokyo, 2002, 309--318, TIT, 2002.

¿¿ÅÄÌ÷»Î¡¤ÊÉë߷¼÷³¤¡¤ÁÒËÜÍΡ¤ÃæǸÎɾ¼, ÂÑ¿ÌÊɤòÍ­¤¹¤ëRC¤¥Ô¥í¥Æ¥£·úʪ¤ÎÆþÎϤȽª¶É¸Â³¦À­Ç½¤Îɾ²Á, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, 31--36, JCI, 2002.

¿¿ÅÄÌ÷»Î¡¤ÊÉë߷¼÷³¤¡¤ÁÒËÜÍΡ¤ÃæǸÎɾ¼, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤ÂÑ¿ÌÊɤΤ»¤óÃÇÆð²½À­¾õ¤ò¹Íθ¤·¤¿¥Õ¥ì¡¼¥à²òÀÏ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, 931--932, AIJ, 2002.

¿¿ÅÄÌ÷»Î¡¤ÊÉë߷¼÷³¤¡¤ÁÒËÜÍΡ¤ÃæǸÎɾ¼, ¥Ô¥í¥Æ¥£¤òÍ­¤¹¤ëÂÑ¿ÌÊɥե졼¥à¹½Â¤¤ÎÃ졦ÊÉÁýÀߤˤè¤ëÊ䶯¸ú²Ì, Âè11²óÆüËÜÃϿ̹©³Ø¥·¥ó¥Ý¥¸¥¦¥à, 1563--1566, JAEE, 2002.

¾±¾¾Åó¡¤ÊÉë߷¼÷³¤¡¤¶â͵¼â¡¤ËÙ½¡Ï¯¡¤ÎëÌÚ¿ò¿­, ¿ÌÆ°¼Â¸³¤Ë¤ª¤±¤ë²Ã®ÅÙ¥»¥ó¥µ¡¼ ¤Îɾ²Á, ÆüËÜ·úÃ۳زñ³Ø½Ñ¹Ö±é¹¼³µ½¸, 869--870, AIJ, 2002.

ÊÉë߷¼÷³¤¡¤¶â¡¡Íµ¼â¡¤¸Þ½½Íò½Ó°ì¡¤²ÃÆ£¡¡ÆØ¡¤¾®Àî¡¡¿®¹Ô, Êп´¥Ô¥í¥Æ¥£¹½Â¤¤Î¿ÌÆ°¼Â¸³¡¤¤½¤Î1¡¡¼Â¸³¤Î³µÍ×, ÆüËÜ·úÃ۳زñ³Ø½Ñ¹Ö±é¹¼³µ½¸, 815--816, AIJ, 2002.

¶â ͵¼â¡¤ÊÉë߷¼÷³¤¡¤¸Þ½½Íò½Ó°ì¡¤²ÃÆ£¡¡ÆØ¡¤¾®Àî¡¡¿®¹Ô¡¤¥¸¥ç¥ë¥À¥ó¡¦¥ß¥ì¥Ö, Êп´¥Ô¥í¥Æ¥£¹½Â¤¤Î¿ÌÆ°¼Â¸³,¤½¤Î2¡¡±þÅúÀ­¾õ¤ª¤è¤ÓÇ˲õ·Ð²á, ÆüËÜ·úÃ۳زñ³Ø½Ñ¹Ö±é¹¼³µ½¸, 817--818, AIJ, 2002.

¸Þ½½Íò ½Ó°ì¡¤ÊÉë߷ ¼÷³¤¡¤¶â¡¡Íµ¼â, Êп´¥Ô¥í¥Æ¥£¹½Â¤¤Î¿ÌÆ°¼Â¸³¡¤¤½¤Î3¡¡SRFÊ䶯¤ÎÍ­¸úÀ­, ÆüËÜ·úÃ۳زñ³Ø½Ñ¹Ö±é¹¼³µ½¸, 819--820, AIJ, 2002.

¾± ¾¾Åó¡¤ÊÉë߷¼÷³¤¡¤¶â¡¡Íµ¼â¡¤²ÃÆ£¡¡ÆØ¡¤¾®Àî¡¡¿®¹Ô¡¤ËÙ ½¡Ï¯¡¤ÎëÌÚ ¿ò¿­, ÆüËÜ·úÃ۳زñ³Ø½Ñ¹Ö±é¹¼³µ½¸, 821--822, AIJ, 2002.

¶â ͵¼â¡¤ÊÉë߷ ¼÷³¤¡¤²ÃÆ£ ÆØ¡¤ ¾®Àî ¿®¹Ô¡¤¸Þ½½Íò ½Ó°ì, Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥ÈÊп´¥Ô¥í¥Æ¥£ÊÉ¥Õ¥ì¡Ý¥à¹½Â¤¤Î¿ÌÆ°Ç˲õ¼Â¸³(¤½¤Î£±)¡¡Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥È¤»î¸³ÂΤαþÅúÀ­¾õ, 1421--1426, JAEE, 2002.

ÊÉë߷ ¼÷³¤¡¤¶â ͵¼â¡¤¸Þ½½Íò ½Ó°ì, Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥ÈÊп´¥Ô¥í¥Æ¥£ÊÉ¥Õ¥ì¡Ý¥à¹½Â¤¤Î¿ÌÆ°Ç˲õ¼Â¸³(¤½¤Î£²) SRFÊ䶯¤Î¸ú²Ì, Âè11²óÆüËÜÃϿ̹©³Ø¥·¥ó¥Ý¥¸¥¦¥à¹Ö±éÏÀʸ½¸, 1427--1432, JAEE, 2002.

Y. Kim and T. Kabeyasawa, Shaking Table Test of Reinforced Concrete Frames with/without Strengthening for Eccentric Soft First Story, Proceedings of the Fourth US-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, Toba, Japan, 119--134, ERI, 2002.

T. Kabeyasawa, A. Tasai, Y. Ohsugi, H. Ousalem, Tests and Analyses of Reinforced Concrete Columns Strengthened with Economical Sheet Against Axial Load Collapse During Major Earthquake, Fifth International Congress on Advances in Civil Engineering, ACE2002, 123--132, ITU, 2002.

Yasushi Sanada, Toshimi Kabeyasawa, Hiroshi Kuramoto and Yoshiaki Nakano, Effects of Shear Softening of Reinforced Concrete Shear Wall on Response of Wall-Frame System with Soft First Story, fib Symposium Concrete Structures in Seismic Regions, CD-ROM, , fib, 2003.

Yasushi Sanada, Toshimi Kabeyasawa, Hiroshi Kuramoto and Yoshiaki Nakano, Evaluation of Ultimate Performance of RC Wall-Frame System with Soft First Story, Proceedings of the 2nd Korea-Japan Workshop on New Direction for Enhancement of Structural Performance, CD-ROM, , 2003.

¾±¾¾Åó¡¤ÊÉë߷¼÷³¤¡¤¶â͵¼â¡¤²ÃÆ£ÆØ¡¤¾®Àî¿®¹Ô¡¤ËÙ½¡Ï¯¡¤ÎëÌÚ¿ò¿­, Êп´¥Ô¥í¥Æ¥£ ¹½Â¤¤Î¿ÌÆ°¼Â¸³¡¡¤½¤Î4¡¡ÃϿ̷פˤè¤ëÁêÂÐÊÑ°Ì¥â¥Ë¥¿¥ê¥ó¥°, ÆüËÜ·úÃ۳زñ³Ø½Ñ¹Ö±é¹¼³µ½¸, 821--822, AIJ, 2003.

¾±¾¾Åó¡¤ÊÉë߷¼÷³¤, À¾¾Å¹â¹»¤ÎÃϿ̴ѬµÚ¤ÓÁê¸ßºîÍѤò¹Íθ¤·¤¿±þÅú²òÀÏ, ÆüËÜÃϿ̹©³Ø²ñǯ¼¡Âç²ñ¹¼³µ½¸, CD-ROM, , JAEE, 2003.

¶â¡¡Íµ¼â¡¤ÊÉë߷ ¼÷³¤, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥ÈÊп´¥Ô¥í¥Æ¥£Â¤¤ÎÈóÀþ·ÁÃϿ̱þÅú²òÀÏ, ÆüËÜ·úÃ۳زñ³Ø½Ñ¹Ö±é¹¼³µ½¸, 907--908, AIJ, 2003.

Toshimi Kabeyasawa and Y. Kim, Dynamic Test and Analysis of Eccentric Reinforced Concrete Wall-Frames to Collapse¡¤Performance-Based Engineering for Earthquake Resistant Reinforced Concrete Structures, A Volume Honoring Shunsuke Otani, 467--482, AIJ, 2003.

H. Ousalem, T. Kabeyasawa, A. Tasai, Y. Ohsugi, Experimental Study on Seismic Behavior of Reinforced Concrete Columns Under Constant and Variable Axial Loadings, Proceedings of the Japan Concrete Institute, 229--234, AIJ, 2003.

H. Ousalem, T. Kabeyasawa, A. Tasai, Y. Ohsugi, Axial Load Collapse of Reinforced Concrete Columns Under Seismic Loadings, Proceedings of AIJ Annual Meeting, 397--398, AIJ, 2003.

H. Ousalem, T. Kabeyasawa, A. Tasai, J. Iwamoto, Effect of Hysteretic Reversals on Lateral and Axial Capacities of Reinforced Concrete Columns, Proceedings of JCI, 367--372, JCI, 2003.

H. Ousalem, T. Kabeyasawa, A. Tasai, J. Iwamoto, Response of Reinforced Concrete Columns to Lateral Loadings Simulating Near and Far Field Shakings, Part 1: Experimental Testing Program on Reinforced Concrete Specimens, Proceedings of AIJ Annual Meeting, 235--236, AIJ, 2003.

H. Ousalem, T. Kabeyasawa, A. Tasai, J. Iwamoto, Response of Reinforced Concrete Columns to Lateral Loadings Simulating Near and Far Field Shakings, Part 2: Lateral and Axial Performances Beyond Shear Failure, Proceedings of AIJ Annual Meeting, 237--238, AIJ, 2003.

H. Ousalem, T. Kabeyasawa, A. Tasai, Y. Ohsugi, Seismic tests on Reinforced Concrete Columns to Collapse Under Constant and Varying Axial Loads, Proceedings of the Third Civil Engineering Symposium on Progress in Earthquake and Natural Disaster Based Processes to Prevent Collapse of Structures, 177--182, Japanese Society of Civil Engineering, 2003.

H. Ousalem, T. Kabeyasawa, A. Tasai, J. Iwamoto, Proceedings of the Fourth Civil Engineering Symposium on Progress in Earthquake and Natural Disaster Based Processes to Prevent Collapse of Structures, 191--196, Japanese Society of Civil Engineering, 2003.

´äËÜÅý°ì, Hassane Ousalem, Åĺ͹¸, ÊÉë߷ ¼÷³¤, Ãì¤Î¼´ÎÏÊÝ»ý¸Â³¦¤Ë´Ø¤¹¤ë±Æ¶Á°ø»Ò¤Î¸¡Æ¤, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Øǯ¼¡Âç²ñ(2003), , JCI, 2003.

Hassane Ousalem, ÊÉë߷ ¼÷³¤, ´äËÜÅý°ì, Åĺ͹¸, , Effect of Hysteretic Reversals on Lateral and Axial Capacities of Reinforced Concrete Columns, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Øǯ¼¡Âç²ñ(2003), , JCI, 2003.

¾¾°æÃÒºÈ, ½©ÅÄÃÎ˧, ÊÉë߷ ¼÷³¤, ²ÃÆ£ÆØ , Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥È¤ÂÑ¿ÌÊɤÎưŪ¼Â¸³, ¥³¥ó¥¯¥ê¡Ý¥È, , JCI, 2003.

ÅļÎè, Åĺ͹¸, ÊÉë߷ ¼÷³¤, ¸Þ½½Íò½Ó°ì, ¥Ý¥ê¥¨¥¹¥Æ¥ëÀ½¥·¡¼¥È¤Ë¤è¤ê¤»¤óÃÇÊ䶯¤µ¤ì¤¿RCÃì¤Î¹½Â¤À­Ç½, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Øǯ¼¡Âç²ñ(2003), , JCI, 2003.

²¬ÅĹÀ°ì, Åĺ͹¸, ÊÉë߷ ¼÷³¤, ÅļÎè, Ãì¼ç¶Ú¤ÎÉÕÃåÎô²½¤òȼ¤¦Ç˲õ¤ËÂФ¹¤ë¥Ý¥ê¥¨¥¹¥Æ¥ëÀ½Á¡°Ý¥·¡¼¥È¤Ë¤è¤ëÂÑ¿ÌÊ䶯¸ú²Ì, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Øǯ¼¡Âç²ñ(2003), CD-ROM, , JCI, 2003.

¥Õ¥§¥ó¥Æ¥¹¡¦¥Õ¥£¥Ç¥¹, ÊÉë߷ ¼÷³¤ , Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥È¤¹½Â¤Êª¤Ë¤ª¤±¤ë¥Ñ¥Ã¥·¥ÖÀ©¿Ì¥À¥ó¥Ñ¡¼¤ÎÁØÇÛÃÖʬÉۤ˴ؤ¹¤ë¸¡Æ¤, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, 837--838, AIJ, 2003.

½©ÅÄÃÎ˧, ¾¾°æÃÒºÈ, Âç°æ¿¿µ¬»Ò, ÊÉë߷¼÷³¤, ¾±¾¾Åó, ÁÒËÜÍÎ, ¶âﯺ¥, ²ÃÆ£Æؾ, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤ÂÑ¿ÌÊɤοÌÆ°¼Â¸³ ¤½¤Î£±¡¡¼Â¸³¤Î³µÍ×, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, 289--290, AIJ, 2003.

¾¾°æÃÒºÈ, ½©ÅÄÃÎ˧, Âç°æ¿¿µ¬»Ò, ÊÉë߷¼÷³¤, ¾±¾¾Åó, ÁÒËÜÍÎ, ¶âﯺ¥, ²ÃÆ£Æؾ, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤ÂÑ¿ÌÊɤοÌÆ°¼Â¸³ ¤½¤Î2¡¡»Ä᤻¤óÃǤҤӳä¤ìÉý¤Ë¤è¤ë»½ýɾ²Á, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, 291--292, AIJ, 2003.

Âç°æ¿¿µ¬»Ò, ¾¾°æÃÒºÈ, ½©ÅÄÃÎ˧, ÊÉë߷¼÷³¤, ¾±¾¾Åó, ÁÒËÜÍÎ, ¶âﯺ¥, ²ÃÆ£Æؾ, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤ÂÑ¿ÌÊɤοÌÆ°¼Â¸³ ¤½¤Î3 Éü¸µÎÏÆÃÀ­¤Ë´Ø¤¹¤ë¸¡Æ¤, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, 293--294, AIJ, 2003.

±ÝËܾ­¹°, ÅļÎè, Åĺ͹¸, ²¬ÅĹÀ°ì, ÊÉë߷¼÷³¤, ĹëÀîͦ¼ù, ¸Þ½½Íò½Ó°ì, SRFÊ䶯¤Ë¤è¤ëRC¤Ãì¤ÎÂÑ¿ÌÊ䶯¸ú²Ì ¤½¤Î£±¡§¼Â¸³·×²è, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, 801--802, AIJ, 2003.

ĹëÀîͦ¼ù, ÊÉë߷ ¼÷³¤, Åĺ͹¸, ¸Þ½½Íò½Ó°ì, ÅļÎè, ²¬ÅĹÀ°ì, ±ÝËܾ­¹°, SRFÊ䶯¤Ë¤è¤ëRC¤Ãì¤ÎÂÑ¿ÌÊ䶯¸ú²Ì ¤½¤Î£²¡§¤»¤óÃÇÇ˲õ·¿»î¸³ÂΤμ¸³·ë²Ì, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, 803--804, AIJ, 2003.

ĹëÀîͦ¼ù, ÊÉë߷ ¼÷³¤, Åĺ͹¸, ¸Þ½½Íò½Ó°ì, ÅļÎè, ²¬ÅĹÀ°ì, ±ÝËܾ­¹°, SRFÊ䶯¤Ë¤è¤ëRC¤Ãì¤ÎÂÑ¿ÌÊ䶯¸ú²Ì ¤½¤Î£´¡§³ÆÂÑÎϤÎɾ²ÁË¡, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, 805--806, AIJ, 2003.

¾¾¿¹ÂÙ¤, ±ö¸¶Åù, ¾®Ã«½Ó²ð, ÊÉë߷ ¼÷³¤, ÃϿ̺ÇÂç±þÅú¤ÎÃÏ¿ÌÆ°»þ¹ïÎò¤Î°ã¤¤¤Ë¤è¤ë¤Ð¤é¤Ä¤­¤ÈÀÅŪÈóÀþ·Á²òÀϤˤè¤ë¿äÄêÊýË¡, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, 941--942, AIJ, 2003.

ÊÉë߷ ¼÷³¤, ÊÉë߷ ¼÷°ì, ¿ÌÆ°¼Â¸³¤Ë¤ª¤±¤ë¶¯¿ÌÆ°ÆþÎϷײè, ÆüËÜÃϿ̹©³Ø²ñǯ¼¡Âç²ñÏÀʸ½¸, , JAEE, 2003.

Toshimi Kabeyasawa, Tomoya Matsui, Atsushi Kato, Hiroshi Kuramoto, Ichiro Nagashima, Dynamic Test and Analysis of Reinforced Concrete Wall Elements, Proceedings of the Fifth US-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, Hakone, Sep 10-12, , Earthquake Engineering Research Institute, 2004.

Hassane Ousalem, Toshimi Kabeyasawa, Akira Tasai, Effect of Hysteretic Reversals on Lateral and Axial Capacities of Reinforced Concrete Columns, Proceedings of the Fifth US-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, Hakone, Sep 10-12, , Earthquake Engineering Research Institute, 2004.

ÊÉë߷¼÷°ì¡¦Â¼À¥Àµ¼ù¡¦ÊÉë߷¼÷³¤¡¦¾¾¿¹ÂÙ¤, °Û¤Ê¤ëÃÏ¿ÌÆ°¤ò¼õ¤±¤ëÊп´Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥ÈÊÉ¥Õ¥ì¡Ý¥à¹½Â¤¤Î¿ÌÆ°¼Â¸³, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Øǯ¼¡Âç²ñ(2004), ¹âÃÎ, 2004.7.7-7.9, 1159--1164, ÆüËÜ¥³¥ó¥¯¥ê¡Ý¥È¹©³Ø¶¨²ñ, 2004.

²ÃÆ£ÆØ¡¦¾¾¿¹ÂÙ¤¡¦ÊÉë߷¼÷³¤¡¦ÁÒËÜÍÎ, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤6³¬·ú¤ÆÂÑ¿ÌÊɥե졼¥à¹½Â¤¤Î¿¶Æ°Âæ¼Â¸³, ¥³¥ó¥¯¥ê¡Ý¥È, ¹âÃÎ, 2004.7.7-7.9, 1123--1128, ÆüËÜ¥³¥ó¥¯¥ê¡Ý¥È¹©³Ø¶¨²ñ, 2004.

¾¾°æÃҺȡ¦ÊÉë߷¼÷³¤¡¦½©ÅÄÃÎ˧¡¦²ÃÆ£ÆØ, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤ÂÑ¿ÌÊɤÎưŪ¼Â¸³¤Ë¤ª¤±¤ë²òÀÏŪ¸¡Æ¤, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Øǯ¼¡Âç²ñ(2004), ¹âÃÎ, 2004.7.7-7.9, 613--618, ÆüËÜ¥³¥ó¥¯¥ê¡Ý¥È¹©³Ø¶¨²ñ, 2004.

Hossein Mostafaei and Toshimi Kabeyasawa, Cracks Widths Evaluation and Damage States Drifts of Reinforced Concrete Columns, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Øǯ¼¡Âç²ñ(2004), ¹âÃÎ, 2004.7.7-7.9, 301--306, ÆüËÜ¥³¥ó¥¯¥ê¡Ý¥È¹©³Ø¶¨²ñ, 2004.

¶â͵¼â¡¦ÊÉë߷¼÷³¤, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥ÈÃì¤Î¥â¥Ç¥ë²½¤Ë´Ø¤¹¤ë¸¦µæ, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Øǯ¼¡Âç²ñ(2004), ¹âÃÎ, 2004.7.7-7.9, 43--48, ÆüËÜ¥³¥ó¥¯¥ê¡Ý¥È¹©³Ø¶¨²ñ, 2004.

Äľ¯²Ú¡¦ÊÉë߷¼÷³¤, ¶Ê¤²ÊÑ·Á¤Î¤ß¤ò¹Íθ¤¹¤ëRCÃìÎÂÉôºà¤Î¥Þ¥¯¥íFEM¥â¥Ç¥ë¤Î³«È¯, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Øǯ¼¡Âç²ñ(2004), ¹âÃÎ, 2004.7.7-7.9, 25--30, ÆüËÜ¥³¥ó¥¯¥ê¡Ý¥È¹©³Ø¶¨²ñ, 2004.

Toshimi Kabeyasawa, An Outline of AIJ Guidelines for Performance Evaluation of Earthquake Resistant Reinforced Concrete Buildings, Proceedings of the International workshop, Bled, Slovenia, 28June-1July, 27--38, PEER2004/05, 2004.

Hossein Mostafaei and Toshimi Kabeyasawa, Shear Drifts Estimation of Reinforced Concrete Columns at Damage States, Proceedings of the Fifth Civil Engineering Symposium on Progress in Earthquake and Natural Disaster Based Processes to Prevent Collapse of Structures, Tokyo, 3.4-3.5, 181--186, JSCE, 2004.

Hassane Ousalem and Toshimi Kabeyasawa, Deformability Estimation of Reinforced Concrete Columns at Limit Stage of Gravity Load Collapse, Proceedings of the Fifth Civil Engineering Symposium on Progress in Earthquake and Natural Disaster Based Processes to Prevent Collapse of Structures, Tokyo, 3.4-3.5, 187--192, JSCE, 2004.

¾¾°æÃҺȡ¦ÊÉë߷¼÷³¤, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤ÂÑ¿ÌÊɤÎưŪ¼Â¸³¤Ë¤ª¤±¤ë²òÀÏŪ¸¡Æ¤, Âè5²ó¹½Â¤Êª¤ÎÇ˲õ²áÄø²òÌÀ¤Ë´ð¤Å¤¯ÃÏ¿ÌËɺÒÀ­¸þ¾å¤Ë´Ø¤¹¤ë¥·¥ó¥Ý¥¸¥¦¥àÏÀʸ½¸, Åìµþ, 3.4-3.5, 215--220, ÅÚÌڳزñ, 2004.

¶â͵¼â¡¤ÊÉë߷¼÷³¤, RCÃì¤ÎÂÑÎÏÎô²½¤ò¹Íθ¤·¤¿²òÀϼêË¡¤Ë´Ø¤¹¤ë¸¦µæ, Âè5²ó¹½Â¤Êª¤ÎÇ˲õ²áÄø²òÌÀ¤Ë´ð¤Å¤¯ÃÏ¿ÌËɺÒÀ­¸þ¾å¤Ë´Ø¤¹¤ë¥·¥ó¥Ý¥¸¥¦¥àÏÀʸ½¸, Åìµþ, 3.4-3.5, 193--198, ÅÚÌÚ, 2004.

¼À¥Àµ¼ù, ÊÉë߷ ¼÷°ì, ¶â ﯺ¥, ÊÉë߷ ¼÷³¤¡¤¾¾¿¹ÂÙ¤, °Û¤Ê¤ëÃÏ¿ÌÆ°¤ò¼õ¤±¤ëÊп´Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥ÈÊÉ¥Õ¥ì¡Ý¥à¹½Â¤¤Î¿ÌÆ°¼Â¸³¡Ê¤½¤Î£±¡Ë¼Â¸³³µÍס¦¼Â¸³·ë²Ì, Âè5²ó¹½Â¤Êª¤ÎÇ˲õ²áÄø²òÌÀ¤Ë´ð¤Å¤¯ÃÏ¿ÌËɺÒÀ­¸þ¾å¤Ë´Ø¤¹¤ë¥·¥ó¥Ý¥¸¥¦¥àÏÀʸ½¸, Åìµþ, 3.4-3.5, 221--226, ÅÚÌڳزñ, 2004.

ÊÉë߷ ¼÷°ì, ¼À¥Àµ¼ù, ¶â ﯺ¥, ÊÉë߷ ¼÷³¤¡¤¾¾¿¹ÂÙ¤, °Û¤Ê¤ëÃÏ¿ÌÆ°¤ò¼õ¤±¤ëÊп´Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥ÈÊÉ¥Õ¥ì¡Ý¥à¹½Â¤¤Î¿ÌÆ°¼Â¸³¡Ê¤½¤Î£²¡Ë¼Â¸³·ë²Ì, Âè5²ó¹½Â¤Êª¤ÎÇ˲õ²áÄø²òÌÀ¤Ë´ð¤Å¤¯ÃÏ¿ÌËɺÒÀ­¸þ¾å¤Ë´Ø¤¹¤ë¥·¥ó¥Ý¥¸¥¦¥àÏÀʸ½¸, Åìµþ, 3.4-3.5, 227--232, ÅÚÌڳزñ, 2004.

¶â ﯺ¥, ¼À¥Àµ¼ù, ÊÉë߷ ¼÷°ì, ÊÉë߷ ¼÷³¤¡¤¾¾¿¹ÂÙ¤, °Û¤Ê¤ëÃÏ¿ÌÆ°¤ò¼õ¤±¤ëÊп´Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥ÈÊÉ¥Õ¥ì¡Ý¥à¹½Â¤¤Î¿ÌÆ°¼Â¸³¡Ê¤½¤Î£³¡Ë¥í¡¼¥É¥»¥ë¤ÎÀÅŪ¼Â¸³¤Ë¤è¤ëÃì±þÅú¤»¤óÃÇÎϤοäÄê, Âè5²ó¹½Â¤Êª¤ÎÇ˲õ²áÄø²òÌÀ¤Ë´ð¤Å¤¯ÃÏ¿ÌËɺÒÀ­¸þ¾å¤Ë´Ø¤¹¤ë¥·¥ó¥Ý¥¸¥¦¥àÏÀʸ½¸, Åìµþ, 3.4-3.5, 233--238, ÅÚÌڳزñ, 2004.

Hassane Ousalem, Toshimi Kabeyasawa And Akira Tasai, Evaluation of ultimate deformation capacity at axial load collapse of reinforced concrete columns, Proceedings, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August 1-6, 2004, NO. 370, , IAEE, 2004.

Toshimi Kabeyasawa, Shun'ichi Igarashi, Yousok Kim, Shaking table test of reinforced concrete frames for verification of seismic strengthening with polyester sheet, Proceedings, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August 1-6, No. 402, , IAEE, 2004.

Toshimi Kabeyasawa, Akira Tasai, Shun'ichi Igarashi, Test and analysis of reinforced concrete columns strengthened with polyester sheet, Test and analysis of reinforced concrete columns strengthened with polyester sheet, Vancouver, B.C., Canada, August 1-6, No. 408, , IAEE, 2004.

Yousok Kim , Toshimi Kabeyasawa, Dynamic test and analysis of an eccentric reinforced concrete frame to collapse, Proceedings, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August 1-6, No. 381, , IAEE, 2004.

Tomoya Matsui, Toshimi Kabeyasawa, Atsushi Koto, Hiroshi Kuramoto And Ichiro Nagashima, Shaking table test and analysis of reinforced concrete walls, Proceedings, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August 1-6, No. 419, , IAEE, 2004.

Toshikazu Kabeyasawa, Shunsuke Otani, Toshimi Kabeyasawa, Equivalent linearization in earthquake response analysis of prestressed reinforced concrete system, Proceedings, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August 1-6, No. 629, , IAEE, 2004.

Taiki Saito, Masaomi Teshigawara, Hiroshi Fukuyama, Hiroto Kato, Koichi Kusunoki, Tomohisa Mukai And Toshimi Kabeyasawa, Simulation of nonlinear behavior of reinforced concrete wall-frame structures under earthquake loads, Proceedings, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August 1-6, No. 1561, , IAEE, 2004.

Yasushi Sanada, Toshimi Kabeyasawa and Yoshiaki Nakano, Analyses of Reinforced Concrete Wall-Frame Structural Systems Considering Shear Softening of Shear Wall, Proceedings, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August 1-6, No. 3036, , IAEE, 2004.

Kazuyuki Matsumoto, Hiroshi Kuramoto, Toshimi Kabeyasawa and Toshibumi Fukuta, Sub-structure pseudo dynamic testing on reinforced concrete buildings with soft first story, Proceedings, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August 1-6, No. 2451, , IAEE, 2004.

Toshimi Kabeyasawa, Msaki Murase, Yasushi Sanada, Dinh Van Thuat, Shunichi Igarashi, Strengthening of Reinforced Concrete Walls with a New Details Using Polyester Sheet, International Symposimum on Earthquake Engineeing ISEE Kobe 2005, Kobe and Awaji, 2005.1.13-16, C315--C324, JAEE, 2005.

Toshimi Kabeyasawa, Taizo Matsumori, Hideo Katsumata, and Kazutaka Shirai, Design of the Full-Scale Six-Story Reinforced Concrete Wall-Frame Building for Testing at E-Defense, The First NEES/E-Defense Workshop on Collapse Simulation of Reinforced Concrete Building Structure, Berkeley, July 6-8, 23--46, NIED and PEER, 2005.

Hossein Mostafei and Toshimi Kabeyasawa, A Simple Approach for Displacement-Based Assessment of Reinforced Concrete Columns, The First NEES/E-Defense Workshop on Collapse Simulation of Reinforced Concrete Building Structure, Berkeley, July 6-8, 47--64, NIED and PEER, 2005.

Taizo Matsumori, Jingon Kim, and Toshimi Kabeyasawa, Shaking Table Test of a One-third-Scale Model of a Six-Story Wall-Frame R/C Structure, The First NEES/E-Defense Workshop on Collapse Simulation of Reinforced Concrete Building Structure, Berkeley, July 6-8, 65--78, NIED and PEER, 2005.

Shaohua Chen, Tomoya Matsui, Taizo Matsumori, and Toshimi Kabeyasaw, Collapse Analysis of Reinforced Concrete Structure under Earthquakes, The First NEES/E-Defense Workshop on Collapse Simulation of Reinforced Concrete Building Structure, Berkeley, July 6-8, 79--100, NIED and PEER, 2005.

Toshikazu Kabeyasawa and Toshimi Kabeyasawa, Nonlinear Deformation Mode in Earthquake Responses of Asymmetric Reinforced Concrete Structures , The First NEES/E-Defense Workshop on Collapse Simulation of Reinforced Concrete Building Structure, Berkeley, July 6-8, 149--166, NIED and PEER, 2005.

Tomoya Matsui, Toshimi Kabeyasawa, and Hiroshi Kuramoto, Dynamic Analysis and Performance Evaluation of Reinforced Concrete Wall-Frames with Strength Deterioration, The First NEES/E-Defense Workshop on Collapse Simulation of Reinforced Concrete Building Structure, Berkeley, July 6-8, 167--180, NIED and PEER, 2005.

Yousok Kim and Toshimi Kabeyasawa, Dynamic Analysis of Reinforced Concrete Wall-Frames to Collapse, The First NEES/E-Defense Workshop on Collapse Simulation of Reinforced Concrete Building Structure, Berkeley, July 6-8, 181--196, NIED and PEER, 2005.

Yasushi Sanada and Toshimi Kabeyasawa, Preliminary Analysis of Full-Scale Reinforced Concrete Wall-Frame Specimen in DaiDaiToku Project, The First NEES/E-Defense Workshop on Collapse Simulation of Reinforced Concrete Building Structure, Berkeley, July 6-8, 197--204, NIED and PEER, 2005.

Hiroshi Kuramoto, Tomofusa Akita, Tomoya Matsui, and Toshimi Kabeyasawa, Hysteresis Models Based on Static Test and Simulation of Dynamic Behavior for RC Shear Walls , The First NEES/E-Defense Workshop on Collapse Simulation of Reinforced Concrete Building Structure, Berkeley, July 6-8, 205--222, NIED and PEER, 2005.

Kazutaka Shirai, Toshikazu Kabeyasawa, Hideo Katsumata, and Toshimi Kabeyasawa, Tri-Axial Shaking Table Test on Reinforced Concrete Buildings with Large Eccentricity, The First NEES/E-Defense Workshop on Collapse Simulation of Reinforced Concrete Building Structure, Berkeley, July 6-8, 295--310, NIED and PEER, 2005.

Hideo Katsumata, Kazutaka Shirai, Yasuhiko Masuda, Hiroya Hagio, Takeshi Sano,Kouhei Kurita, Kozoh Kimura, Toshikazu Kabeyasawa, and Toshimi Kabeyasawa, Shaking Table Test on Repair and Retrofit of Damaged Reinforced Concrete Buildings, The First NEES/E-Defense Workshop on Collapse Simulation of Reinforced Concrete Building Structure, Berkeley, July 6-8, 311--330, NIED and PEER, 2005.

ÊÉë߷¼÷°ì¡¦ÊÉë߷¼÷³¤¡¦¿¿ÅÄÌ÷»Î¡¦¶â͵¼â, ´û¸RC³Ø¹»·úÃۤδðÁÃΰÌÃ֤ˤª¤±¤ëÀÅŪ¿åÊ¿ºÜ²Ù»î¸³, Âè4²óÆüËÜÃϿ̹©³Ø²ñÂç²ñ¡Ý2005¹¼³µ½¸, µþÅÔ, Nov. 21-23, 234--235, JAEE, 2005.

Åï°ÂÆػˡ¦Mostafaei Hossein¡¦ÊÉë߷¼÷³¤¡¦¿¿ÅÄÌ÷»Î¡¦¸Þ½½Íò½Ó°ì¡¦ÆàÎɲ¬À¿Ìé, ¥Ý¥ê¥¨¥¹¥Æ¥ëÀ½Á¡°Ý¥·¡¼¥È¤ÇÊ䶯¤µ¤ì¤¿ÂÑ¿ÌÊɤÎÀÅŪÇ˲õ¼Â¸³, Âè4²óÆüËÜÃϿ̹©³Ø²ñÂç²ñ¡Ý2005¹¼³µ½¸, µþÅÔ, Nov. 21-23, 390--391, JAEE, 2005.

¾¡Ëó±Ñͺ¡¦ÊÉë߷¼÷°ì¡¦Çò°æϵ®¡¦ÊÉë߷¼÷³¤¡¦´Ø¾¾ÂÀϺ, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤4ÁØÊɥե졼¥àÌÏ·¿¤Î¿Êý¸þÆþÎÏ¿¶Æ°Âæ¼Â¸³¡¡¤½¤Î1¡¡¼Â¸³·×²è, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, Âçºå, Sep. 1-3, 407--408, AIJ, 2005.

Çò°æϵ®¡¦ÊÉë߷¼÷°ì¡¦¾¡Ëó±Ñͺ¡¦ÊÉë߷¼÷³¤¡¦´Ø¾¾ÂÀϺ, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤4ÁØÊɥե졼¥àÌÏ·¿¤Î¿Êý¸þÆþÎÏ¿¶Æ°Âæ¼Â¸³¡¡¤½¤Î2¡¡¼Â¸³·ë²Ì, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, Âçºå, Sep. 1-3, 409--410, AIJ, 2005.

¾¾¿¹ÂÙ¤¡¦¶âﯺ¥¡¦ÊÉë߷¼÷³¤, 6ÁØRC¤ÂÑ¿ÌÊɥե졼¥à¹½Â¤¤Î¿¶Æ°Ç˲õ¼Â¸³¡¡¤½¤Î1.¼Â¸³¤Î³µÍ×, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, Âçºå, Sep. 1-3, 411--412, AIJ, 2005.

¶âﯺ¥¡¦¾¾¿¹ÂÙ¤¡¦ÊÉë߷¼÷³¤, 6ÁØRC¤ÂÑ¿ÌÊɥե졼¥à¹½Â¤¤Î¿¶Æ°Ç˲õ¼Â¸³¡¡¤½¤Î2.ÂÑ¿ÌÊɤÎÉéô¤»¤óÃÇÎÏ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, Âçºå, Sep. 1-3, 413--414, AIJ, 2005.

ÊÉë߷¼÷°ì¡¦ÊÉë߷¼÷³¤, Êп´¹½Â¤Êª¤ÎÈóÀþ·Á±þÅúÀ­¾õ¤Ë´Ø¤¹¤ë¸¦µæ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, Âçºå, Sep. 1-3, 423--424, AIJ, 2005.

¾¾°æÃҺȡ¦ÊÉë߷¼÷³¤, ÂÑÎÏÄã²¼¤¬À¸¤¸¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤Êɥե졼¥à¹½Â¤¤ÎÂÑ¿ÌÀ­Ç½¤Ë´Ø¤¹¤ë¸¡Æ¤, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, Âçºå, Sep. 1-3, 425--426, AIJ, 2005.

¿¿ÅÄÌ÷»Î¡¦Â¼À¥Àµ¼ù¡¦ÊÉë߷¼÷³¤¡¦Dinh VanThuat¡¦¸Þ½½Íò½Ó°ì, ¥Ý¥ê¥¨¥¹¥Æ¥ëÀ½Á¡°Ý¥·¡¼¥È¤òÍѤ¤¤¿Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤ÊɤÎÂÑ¿ÌÊ䶯¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ¡¡¤½¤Î1 »î¸³ÂΤª¤è¤Ó¼Â¸³ÊýË¡, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, Âçºå, Sep. 1-3, 609--610, AIJ, 2005.

¼À¥Àµ¼ù¡¦¿¿ÅÄÌ÷»Î¡¦ÊÉë߷¼÷³¤¡¦Dinh VanThuat¡¦¸Þ½½Íò½Ó°ì, ¥Ý¥ê¥¨¥¹¥Æ¥ëÀ½Á¡°Ý¥·¡¼¥È¤òÍѤ¤¤¿Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤ÊɤÎÂÑ¿ÌÊ䶯¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ¡¡¤½¤Î2¡¡¼Â¸³·ë²Ì, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, Âçºå, Sep. 1-3, 611--612, AIJ, 2005.

Van Thuat Dinh¡¦ÊÉë߷¼÷³¤¡¦»ÔÇ·À¥ÉÒ¾¡¡¦Çß¼¹±, Performance Evaluation Method of Reinforced Concrete Buildings Against Strong Earthquake Motions, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, Âçºå, Sep. 1-3, 689--690, AIJ, 2005.

ÊÉë߷¼÷³¤¡¦ÊÉë߷¼÷°ì¡¦åöåò°ìµ¯¡¦¹©Æ£°ì²Å¡¦¿¿ÅÄÌ÷»Î, 2004ǯ¿·³ã¸©Ãæ±ÛÃϿ̤ˤª¤±¤ë;¿Ì´Ñ¬¤ÈÈﳲĴºº¤Ë¤è¤ëÆþÎÏÃÏ¿ÌÆ°¤Î¿äÄê, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, Âçºå, Sep. 1-3, 719--720, AIJ, 2005.

Hossein Mostafaei¡¦Toshimi Kabeyasawa, Effect of Masonry Infills on Seismic Performance of RC Structures: A Case Study of Bam-Iran Telephone Center Building, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, Âçºå, Sep. 1-3, 831--832, AIJ, 2005.

¿¿ÅÄÌ÷»Î¡¦Â¼À¥Àµ¼ù¡¦ÊÉë߷¼÷³¤, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤ÂÑ¿ÌÊɤζɽꤻ¤óÃÇÎÏ¡¦¼´ÎϤη׬¼Â¸³, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ̾¸Å²°, June 22-24, 451--456, JCI, 2005.

¼À¥Àµ¼ù¡¦ÊÉë߷¼÷³¤¡¦¿¿ÅÄÌ÷»Î¡¦¸Þ½½Íò½Ó°ì, ¥Ý¥ê¥¨¥¹¥Æ¥ëÀ½Á¡°Ý¥·¡¼¥È¤òÍѤ¤¤¿Å´¶Ú¥³¥ó¥¯¥ê¡¼¥ÈÊɤÎÂÑ¿ÌÊ䶯¤Ë´Ø¤¹¤ë¸¦µæ, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ̾¸Å²°, June 22-24, 1075--1080, JCI, 2005.

¾¾¿¹ÂÙ¤¡¦ÊÉë߷¼÷³¤¡¦¶âﯺ¥, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤£¶ÁØÂÑ¿ÌÊɥե졼¥à¹½Â¤¤Î1/3½Ì¾®¥â¥Ç¥ë¤Î¿¶Æ°Âæ¼Â¸³, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ̾¸Å²°, June 22-24, 955--960, JCI, 2005.

ÊÉë߷¼÷°ì¡¦ÊÉë߷¼÷³¤, Êп´Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¹½Â¤Êª¤ÎưŪ³°ÎÏʬÉۤˤè¤ë±þÅú¿äÄê¼êË¡, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ̾¸Å²°, June 22-24, 439--444, J, 2005.

¿¿ÅÄÌ÷»Î, ÊÉë߷¼÷³¤, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤ÂÑ¿ÌÊɤζɽêÎϷ׬¼Â¸³¤ÈÍ­¸ÂÍ×ÁÇË¡²òÀÏ, Âè12²óÆüËÜÃϿ̹©³Ø¥·¥ó¥Ý¥¸¥¦¥àÏÀʸ½¸, Åìµþ, 11.3-11.5, 1162--1165, JAEE, 2006.

¾¾¿¹ÂÙ¤, ÊÉë߷¼÷³¤, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥ÈÂÑ¿ÌÊɥե졼¥à¹½Â¤¤Ë¤ª¤±¤ë¿åÊ¿ÎÏʬô¤Ë´Ø¤¹¤ë¿¶Æ°Âæ¼Â¸³¸¦µæ, Âè12²óÆüËÜÃϿ̹©³Ø¥·¥ó¥Ý¥¸¥¦¥àÏÀʸ½¸, Åìµþ, 11.3-11.5, 1170--1173, JAEE, 2006.

Yasushi Sanada and Toshimi Kabeyasawa, Local Force Characteristics of Reinforced Concrete Shear Wall, 8th U.S. National Conference on Earthquake Engineering, San Francisco, 4.18-4.22, 324--10pp, MIRA, 2006.

Shaohua Chen,Taizo Matsumori, Toshimi Kabeyasawa, Analytical Research of Full-Scale Reinforced Concrete Structure Test on E-Defense, 8th U.S. National Conference on Earthquake Engineering, San Francisco, 4.18-4.22, 666--10pp, MIRA, 2006.

Hossein Mostafaei, Toshimi Kabeyasawa, Axial-Shear-Flexure Interaction (ASFI) Approach for Displacement-Based Analysis of Reinforced Concrete Columns, 8th U.S. National Conference on Earthquake Engineering, San Francisco, 4.18-4.22, 780--10pp, MIRA, 2006.

Tomofusa Akita,Hiroshi Kuramoto, Tomoya Matsui, Toshimi Kabeyasawa, Hysteresis Modeling of RC Shear Walls Based on Static Loading Test , 8th U.S. National Conference on Earthquake Engineering, San Francisco, 4.18-4.22, 1291--10pp, MIRA, 2006.

Yousok Kim, Toshimi Kabeyasawa, Toshikazu Kabeyasawa, Preliminary Response Analysis of a Full-Scale RC Structure for 3-D Shaking Table Test to Collapse , 8th U.S. National Conference on Earthquake Engineering, San Francisco, 4.18-4.22, 479--10pp, MIRA, 2006.

Tomoya Matsui, Toshimi Kabeyasawa, Hiroshi Kuramoto, Response Analysis of Reinforced Concrete Wall-Frame Structure Considering Strength Deterioration, 8th U.S. National Conference on Earthquake Engineering, San Francisco, 4.18-4.22, 1561--10pp, MIRA, 2006.

Toshimi Kabeyasawa, Yasushi Sanada, Masaki Murase, Atsushi Muneyasu, Hossein Mostafaei, Dinh Van Thuat, Shunichi Igarashi, Strengthening of Reinforced Concrete Walls Using Polyester Sheet, 8th U.S. National Conference on Earthquake Engineering, San Francisco, 4.18-4.22, 840--10pp, MIRA, 2006.

Toshikazu Kabeyasawa, Toshimi Kabeyasawa, Yousok Kim, Yasushi Sanada, Test and Analysis on Inelastic Soil-Structure Interaction of an Existing Reinforced Concrete School Building, 8th U.S. National Conference on Earthquake Engineering, San Francisco, 4.18-4.22, 1059--10pp, MIRA, 2006.

¿¿ÅÄÌ÷»Î¡¤ÊÉë߷¼÷³¤, RC¤ÂÑ¿ÌÊɤζɽêÎϷ׬¼Â¸³¤òÂоݤȤ¹¤ëFEM²òÀÏ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, ´ØÅì, C-2¹½Â¤­¸, 9.7-9.9, 185--186, ÆüËÜ·úÃ۳زñ, 2006.

Ĺ¾Â°ìÍÎ, ÊÆß··ò¼¡, Çò°æϵ®, ¾¡Ëó±Ñͺ, ÊÉë߷¼÷³¤, ÊÉë߷¼÷°ì, ¿Êý¸þÆþÎϤò¼õ¤±¤ë£Ò£Ã¤£´ÁØÊɥե졼¥àÌÏ·¿¿¶Æ°Âæ¼Â¸³¤Î£³¼¡¸µÆ°Åª£Æ£Å£Í²òÀÏ, ¤½¤Î£±¡§²òÀϳµÍ×, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, ´ØÅì, C-2¹½Â¤­¸, 9.7-9.9, 461--462, ÆüËÜ·úÃ۳زñ, 2006.

ÊÆß··ò¼¡,Ĺ¾Â°ìÍÎ,Çò°æϵ®, ¾¡Ëó±Ñͺ, ÊÉë߷¼÷³¤, ÊÉë߷¼÷°ì, ¿Êý¸þÆþÎϤò¼õ¤±¤ë£Ò£Ã¤£´ÁØÊɥե졼¥àÌÏ·¿¿¶Æ°Âæ¼Â¸³¤Î£³¼¡¸µÆ°Åª£Æ£Å£Í²òÀÏ, ¤½¤Î2¡§²òÀÏ·ë²Ì, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, ´ØÅì, C-2¹½Â¤­¸, 9.7-9.9, 463--464, ÆüËÜ·úÃ۳زñ, 2006.

Åï°Â ÆØ»Ë, ¸Þ½½Íò ½Ó°ì, ¿¿ÅÄ Ì÷»Î, ÆàÎɲ¬ À¿Ìé, ÊÉë߷ ¼÷³¤, ¥Ý¥ê¥¨¥¹¥Æ¥ëÀ½Á¡°Ý¥·¡¼¥È¤Ë¤è¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤µÚ¤Ó¥³¥ó¥¯¥ê¡¼¥È¥Ö¥í¥Ã¥¯Æâ¡ÂÑ¿ÌÊɤÎÂÑ¿ÌÊ䶯¤Ë´Ø¤¹¤ë¸¦µæ¡Ê¤½¤Î£±¡Ë¼Â¸³·ë²Ì, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, ´ØÅì, C-2¹½Â¤­¸, 9.7-9.9, 543--544, ÆüËÜ·úÃ۳زñ, 2006.

¾¡Ëó ±Ñͺ, ÁýÅÄ °Âɧ, Çò°æ ϵ®, º´Ìî ¹ä»Ö, ÊÉë߷ ¼÷³¤, ÊÉë߷ ¼÷°ì, ÇëÈø ¹ÀÌé, ÌÚ¼ ¹Ì»°, ·ªÅÄ ¹¯Ê¿, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤4 ÁØÊɥե졼¥àÌÏ·¿¤Î¿Êý¸þÆþÎÏ¿¶Æ°Âæ¼Â¸³¡Ê¤½¤Î£³ Ê佤Ê䶯¼Â¸³¡Ë, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, ´ØÅì, C-2¹½Â¤­¸, 9.7-9.9, 647--648, ÆüËÜ·úÃ۳زñ, 2006.

ÊÉë߷¼÷³¤, ¾¾¿¹ ÂÙ¤, £Å¡Ý¥Ç¥£¥Õ¥§¥ó¥¹¤Ë¤è¤ë¼ÂÂ磶ÁØÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È·úʪ¼Â¸³ ¤½¤Î£±¸¦µæ·×²è³µÍ×, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, ´ØÅì, C-2¹½Â¤­¸, 9.7-9.9, 685--686, ÆüËÜ·úÃ۳زñ, 2006.

¾¾¿¹ÂÙ¤, ÊÉë߷¼÷³¤, Çò°æϵ®, ¾¡Ëó±Ñͺ, £Å¡Ý¥Ç¥£¥Õ¥§¥ó¥¹¤Ë¤è¤ë¼ÂÂ磶ÁØÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È·úʪ¼Â¸³ ¤½¤Î£²¼ÂÂç¼Â¸³¤Î³µÍ×, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, ´ØÅì, C-2¹½Â¤­¸, 9.7-9.9, 687--688, ÆüËÜ·úÃ۳زñ, 2006.

¸Þ½½Íò¹îºÈ, ¾¾¿¹ÂÙ¤, ÊÉë߷¼÷³¤, ³á¸¶¹À°ì, £Å¡Ý¥Ç¥£¥Õ¥§¥ó¥¹¤Ë¤è¤ë¼ÂÂ磶ÁØÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È·úʪ¼Â¸³ ¤½¤Î£³²Ã¿¶ÊýË¡¤Î³µÍ×, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, ´ØÅì, C-2¹½Â¤­¸, 9.7-9.9, 689--690, ÆüËÜ·úÃ۳زñ, 2006.

Çò°æϵ®, ¾¾¿¹ÂÙ¤, ÊÉë߷¼÷³¤, ÁÒËÜÍÎ, £Å¡Ý¥Ç¥£¥Õ¥§¥ó¥¹¤Ë¤è¤ë¼ÂÂ磶ÁØÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È·úʪ¼Â¸³ ¤½¤Î£´¼Â¸³·ë²Ì¤Î³µÍ×, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, ´ØÅì, C-2¹½Â¤­¸, 9.7-9.9, 691--692, ÆüËÜ·úÃ۳زñ, 2006.

ÄÄ ¾¯²Ú, ¾¾¿¹ ÂÙ¤, ¾¾°æ ÃÒºÈ, ÊÉë߷¼÷³¤, £Å¡Ý¥Ç¥£¥Õ¥§¥ó¥¹¤Ë¤è¤ë¼ÂÂ磶ÁØÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È·úʪ¼Â¸³ ¤½¤Î£µÂÑ¿ÌÊɤεóÆ°¤Ë´Ø¤¹¤ë²òÀÏ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, ´ØÅì, C-2¹½Â¤­¸, 9.7-9.9, 693--694, ÆüËÜ·úÃ۳زñ, 2006.

¶â ͵¼â, ¾¾¿¹ÂÙ¤, ÊÉë߷¼÷³¤, ¿¿ÅÄÌ÷»Î, ÊÉë߷¼÷°ì, £Å¡Ý¥Ç¥£¥Õ¥§¥ó¥¹¤Ë¤è¤ë¼ÂÂ磶ÁØÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È·úʪ¼Â¸³ ¤½¤Î6Ãì¤ÎµóÆ°¤Ë´Ø¤¹¤ë²òÀÏ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, ´ØÅì, C-2¹½Â¤­¸, 9.7-9.9, 695--696, ÆüËÜ·úÃ۳زñ, 2006.

¾¾°æÃÒºÈ, ¾¾¿¹ÂÙ¤, ÄÄ ¾¯²Ú, ÊÉë߷¼÷³¤, ÁÒËÜ ÍÎ, E¡Ý¥Ç¥£¥Õ¥§¥ó¥¹¤Ë¤è¤ë¼ÂÂç6 ÁØÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È·úʪ¼Â¸³ ¤½¤Î£· 3¼¡¸µÆþÎϤαƶÁ¤Î¸¡Æ¤, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, ´ØÅì, C-2¹½Â¤­¸, 9.7-9.9, 697--698, ÆüËÜ·úÃ۳زñ, 2006.

ÊÉë߷ ¼÷°ì, ÊÉë߷ ¼÷³¤, 2004 ǯ¿·³ã¸©Ãæ±ÛÃÏ¿Ì;¿Ì¤Î¾®Àéë¾®³Ø¹»¤Ë¤ª¤±¤ë¼Â¸úÆþÎÏɾ²Á, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, ´ØÅì, B-2¹½Â¤II, 9.7-9.9, 453--454, ÆüËÜ·úÃ۳زñ, 2006.

ÉþÉô ¿¿»Ò, ¹©Æ£ °ì²Å, ÊÉë߷¼÷³¤, ¿¿ÅÄ Ì÷»Î, Àȼå¤ÊÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤³Ø¹»·úʪ¤Ë¤ª¤±¤ëÃϿ̵­Ï¿¤Î²òÀÏ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, ´ØÅì, B-2¹½Â¤II, 9.7-9.9, 139--140, ÆüËÜ·úÃ۳زñ, 2006.

¿¿ÅÄÌ÷»Î¡¤ÊÉë߷¼÷³¤, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤¼ÂÂçÊɥե졼¥à¹½Â¤¤ÎÊÑ·Á½¸ÃæÀ­¾õ¤Î¸¡Æ¤, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ¿·³ã, Vol.28¡¤No.2, 7.11-7.13, 397--402, JCI, 2006.

Hassane Ousalem, Toshimi Kabeyasawa, Drift at axial load failure under cracked-region-sway mechanism for reinforced concrete columns , ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ¿·³ã, Vol.28¡¤No.2, 7.11-7.13, 223--228, JCI, 2006.

Hossein Mostafaei, Toshimi Kabeyasawa, Atsushi Muneyasu, Yasushi Sanada, Response Prediction and Experimental Results of a One-Bay Reinforced Concrete Frame, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ¿·³ã, Vol.28¡¤No.2, 7.11-7.13, 229--234, JCI, 2006.

¾¾°æÃÒºÈ, ÊÉë߷¼÷³¤, ÁÒËÜÍÎ, ¾¾¿¹ÂÙ¤, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤¼ÂÂçÊɥե졼¥à¹½Â¤¤Î¥¹¥é¥ÖÍ­¸úÉý¤Î¸¡Æ¤, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ¿·³ã, Vol.28¡¤No.2, 7.11-7.13, 373--378, JCI, 2006.

Çò°æϵ®, ÊÉë߷¼÷°ì, ¾¡Ëó±Ñͺ, ÊÉë߷¼÷³¤, £Ò£Ã¤£´ÁØÊɥե졼¥à¹½Â¤¤Î¿Êý¸þÆþÎÏ¿¶Æ°Âæ¼Â¸³, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ¿·³ã, Vol.28¡¤No.2, 7.11-7.13, 379--384, JCI, 2006.

¶â͵¼â, ÊÉë߷¼÷³¤, ¾¾¿¹ÂÙ¤, Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥È¤¼ÂÂçÊÉ¥Õ¥ì¡Ý¥à¹½Â¤¤ÎͽÈ÷²òÀÏ¡ÝûÃì¤ÎÂÑÎÏÎô²½À­¾õ, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ¿·³ã, Vol.28¡¤No.2, 7.11-7.13, 385--390, JCI, 2006.

¾¡Ëó±Ñͺ, Çò°æϵ®, ÁýÅÄ°Âɧ, ÊÉë߷¼÷³¤, ÂÑ¿ÌÊ佤¡¦Ê䶯¤ò»Ü¤·¤¿Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤Êɥե졼¥àÌÏ·¿¤Î¿¶Æ°Âæ¼Â¸³, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ¿·³ã, Vol.28¡¤No.2, 7.11-7.13, 391--396, JCI, 2006.

¿¿ÅÄÌ÷»Î, ÊÉë߷¼÷³¤, Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥È¤¼ÂÂçÊÉ¥Õ¥ì¡Ý¥à¹½Â¤¤ÎÊÑ·Á½¸ÃæÀ­¾õ¤Î¸¡Æ¤, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ¿·³ã, Vol.28¡¤No.2, 7.11-7.13, 397--402, JCI, 2006.

¾¾¿¹ÂÙ¤, ÊÉë߷¼÷³¤, Çò°æϵ®, ¾¡Ëó±Ñͺ, Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥È¤¼ÂÂ磶ÁØÊÉ¥Õ¥ì¡Ý¥à¹½Â¤¤Î¿ÌÆ°¼Â¸³³µÍ×, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ¿·³ã, Vol.28¡¤No.2, 7.11-7.13, 409--414, JCI, 2006.

ÊÉë߷¼÷°ì, ÊÉë߷¼÷³¤, ¿¿ÅÄÌ÷»Î, ¶â͵¼â, ´û¸£Ò£Ã³Ø¹»¹½Â¤Êª¤Ë¤ª¤±¤ë´ðÁÃΤÎÀÅŪ¿åÊ¿ºÜ²Ù»î¸³, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ¿·³ã, Vol.28¡¤No.2, 7.11-7.13, 955--960, JCI, 2006.

ÊÉë߷¼÷³¤, Åï°ÂÆØ»Ë, ¿¿ÅÄÌ÷»Î, ¸Þ½½Íò½Ó°ì, ¥³¥ó¥¯¥ê¡¼¥È¥Ö¥í¥Ã¥¯Æâ¢ÂÑ¿ÌÊɤΥݥꥨ¥¹¥Æ¥ëÀ½Á¡°Ý¥·¡¼¥È¤Ë¤è¤ëÂÑ¿ÌÊ䶯¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ¿·³ã, Vol.28¡¤No.2, 7.11-7.13, 1165--1170, JCI, 2006.

Toshimi Kabeyasawa, Toshikazu Kabeyasawa, Taizo Matsumori, Kim Yoo Sok, and Toshinori Kabeyasawa, Plan of 3-D dynamic collapse tests on three-story reinforced concrete buildings on flexible foundation, 2007 Structures Congress, SEI, ASCE, Long Beach, USA, 16-19, May, 1--16, ASCE, 2007.

Toshikazu Kabeyasawa, Toshimi Kabeyasawa, Taizo Matsumori, Toshinori Kabeyasawa ,and Kim Yoo Sok, 3-D collapse test and analyses of the three-story reinforced concrete buildings on flexible foundation, 2007 Structures Congress, SEI, ASCE, Long Beach, USA, 16-19, May, 1--14, ASCE, 2007.

Shao Hua Chen, Taizo Matsumori, and Toshimi Kabeyasawa, Simulation of the six-story full-scale wall-frame test, 2007 Structures Congress, SEI, ASCE, Long Beach, USA, 16-19, May, 1--10, ASCE, 2007.

Kim Yoo Sok, Toshimi Kabeyasawa, Toshikazu Kabeyasawa and Taizo Matsumori, Dynamic collapse analysis of the six-story full-scale wall building, 2007 Structures Congress, SEI, ASCE, Long Beach, USA, 16-19, May, 1--10, ASCE, 2007.

Kazutaka Shirai,Taizo Matsumori, and Toshimi Kabeyasawa, 3-D dynamic collapse test of a six-story full-scale RC wall-frame building, 2007 Structures Congress, SEI, ASCE, Long Beach, USA, 16-19, May, 1--10, ASCE, 2007.

Toshinori Kabeyasawa, Toshimi Kabeyasawa, Yukiko Tojo, Yoo Sok, Toshikazu Kabeyasawa, and Shun'ichi Igarashi, Test of Reinforced Concrete Shear Walls Strengthened Using Polyester Sheet, Proceedings of 8th Pacific Conference on Earthquake Engineering, Singapore, 5-7 Dec, 1--10, NZSEE, 2007.

Kim Yoo Sok, Toshimi Kabeyasawa, Taizo Matsumori, and Toshikazu Kabeyasawa, Dynamic collapse analysis of the six-story full-scale wall-frame tested at E-Defense, Proceedings of 8th Pacific Conference on Earthquake Engineering, Singapore, 5-7 Dec, 1--10, NZSEE, 2007.

Yasushi Sanada, Toshimi Kabeyasawa, Test and Analysis of RC Shear Walls Focused on Local Forces, Proceedings of 8th Pacific Conference on Earthquake Engineering, Singapore, 5-7 Dec, 1--10, NZSEE, 2007.

¶â͵¼â, ÊÉë߷¼÷³¤, ¾¾¿¹ÂÙ¤, ÊÉë߷¼÷°ì, ÂÑÎÏÎô²½¥â¥Ç¥ë¤Ë¤è¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È¼ÂÂ磶ÁØ¿ÌÆ°¼Â¸³¤Î²òÀÏ, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ÀçÂæ, 7.11-7.13, 25--30, JCI, 2007.

¾¾¿¹ÂÙ¤, Çò°æϵ®, ÊÉë߷¼÷³¤, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤¼ÂÂ磶ÁØÊɥե졼¥à¹½Â¤¤Î¿ÌÆ°¼Â¸³¤Ë´ð¤Å¤¯ÁØ´ÖÊѰ̱þÅúÀ­¾õ, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ÀçÂæ, 7.11-7.13, 277--282, JCI, 2007.

Çò°æϵ®, ¾¾¿¹ÂÙ¤, ÊÉë߷¼÷³¤, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤¼ÂÂ磶ÁØÊɥե졼¥à¹½Â¤¤Î¿ÌÆ°¼Â¸³¤Ë´ð¤Å¤¯²Ã®ÅÙ±þÅúÀ­¾õ, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ÀçÂæ, 7.11-7.13, 283--288, JCI, 2007.

ÊÉë߷¼÷³¤, ¾¾¿¹ÂÙ¤, ÊÉë߷¼÷°ì, ÊÉë߷¼÷À®, RC3ÁØ·úʪ¤Î¿¶Æ°¼Â¸³³µÍ×, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ÀçÂæ, 7.11-7.13, 949--954, JCI, 2007.

ÊÉë߷¼÷°ì, ÊÉë߷¼÷³¤, ¾¾¿¹ÂÙ¤, ¶â͵¼â, ¼ÂÂ翶ư¼Â¸³¤Ë¤è¤ë´ðÁÃÆþÎϰﻶ¤Î¸¡¾Ú, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ÀçÂæ, 7.11-7.13, 955--960, JCI, 2007.

ÊÉë߷¼÷À®, ÊÉë߷¼÷³¤, ¾¾¿¹ÂÙ¤, ÊÉë߷¼÷°ì, ¼ÂÂ翶ư¼Â¸³¤Ë¤è¤ëÂÑ¿ÌÊ䶯¸ú²Ì¤Î¸¡¾Ú, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ÀçÂæ, 7.11-7.13, 961--966, JCI, 2007.

Toshimi Kabeyasawa, Taizo Matsumori,Toshikazu Kabeyasawa, Toshinori Kabeyasawa, and Yousok Kim, Design of The Three-Story Reinforced Concrete Buildings with Flexible Foundations for Testing at E-Defense, Proceedings of The Second NEES/E-Defense Workshop on Collapse Simulation of Reinforced Concrete Building Structure, Miki and Kobe, 10.30-11.1, 225--242, NIED and PEER, 2007.

Toshimi Kabeyasawa, Taizo Matsumori,Toshikazu Kabeyasawa, Toshinori Kabeyasawa, and Yousok Kim, Design of The Three-Story Reinforced Concrete Buildings with Flexible Foundations for Testing at E-Defense, Proceedings of The Second NEES/E-Defense Workshop on Collapse Simulation of Reinforced Concrete Building Structure, Miki and Kobe, 10.30-11.1, 225--242, NIED and PEER, 2007.

Toshikazu Kabeyasawa, Toshimi Kabeyasawa, Taizo Matsumori, Toshinori Kabeyasawa and Yousok Kim, Shake Table Tests on The Three-Story Reinforced Concrete Buildings with Flexible Foundations, Proceedings of The Second NEES/E-Defense Workshop on Collapse Simulation of Reinforced Concrete Building Structure, Miki and Kobe, 10.30-11.1, 243--254, NIED and PEER, 2007.

Taizo Matsumori, Kazutaka Shirai, and Toshimi Kabeyasawa, Simulated Earthquake Test on a Full-Scale Six-Story Reinforced Concrete Building at E-Defense Part 1: Outline of Test Program, Proceedings of The Second NEES/E-Defense Workshop on Collapse Simulation of Reinforced Concrete Building Structure, Miki and Kobe, 10.30-11.1, 5--12, NIED and PEER, 2007.

Kazutaka Shirai, Taizo Matsumori, and Toshimi Kabeyasawa, Simulated Earthquake Test on a Full-Scale Six-Story Reinforced Concrete Building at E-Defense Part 2: Study on Distribution of Seismic Forces, Proceedings of The Second NEES/E-Defense Workshop on Collapse Simulation of Reinforced Concrete Building Structure, Miki and Kobe, 10.30-11.1, 13--24, NIED and PEER, 2007.

Shaohua Chen, Taizo Matsumori, and Toshimi Kabeyasawa, Analysis of the Full-Scale Six-Story Reinforced Concrete Building Tested at E-Defense, Proceedings of The Second NEES/E-Defense Workshop on Collapse Simulation of Reinforced Concrete Building Structure, Miki and Kobe, 10.30-11.1, 97--106, NIED and PEER, 2007.

Tomoya Matsui, Taizo Matsumori, Toshimi Kabeyasawa, and Hiroshi Kuramoto, Simulated Earthquake Test on A Full-Scale Six-Story Reinforced Concrete Building - The Effect of Rotational Ground Motion -, Proceedings of The Second NEES/E-Defense Workshop on Collapse Simulation of Reinforced Concrete Building Structure, Miki and Kobe, 10.30-11.1, 107--114, NIED and PEER, 2007.

Yousok Kim, Toshimi Kabeyasawa, Taizo Matsumori, and Toshikazu Kabeyasawa, Numerical Simulation of The Full-Scale Shake Table Test on A Six-Story Reinforce Concrete Building, Proceedings of The Second NEES/E-Defense Workshop on Collapse Simulation of Reinforced Concrete Building Structure, Miki and Kobe, 10.30-11.1, 115--124, NIED and PEER, 2007.

Toshimi Kabeyasawa, Taizo Matsumori, Toshikazu Kabeyasawa, Toshinori Kabeyasawa , Yousok Kim, Research Backgrounds and Plan on the Full-Scale Shake Table Test of RC Buildings with Flexible Foundation, The 4th U.S.-Japan Workshop on Soil-Structure-Interaction, Tsukuba, 3.28-3.30, 1--12, BRI, 2007.

Toshikazu Kabeyasawa, Toshimi Kabeyasawa, Verification on Dissipation of Input Base Motions By Full-Scale Shake Table Test, The 4th U.S.-Japan Workshop on Soil-Structure-Interaction, Tsukuba, 3.28-3.30, 1--10, BRI, 2007.

ÊÉë߷¼÷À®¡¦ÊÉë߷¼÷³¤¡¦¶â͵¼â¡¦ÊÉë߷¼÷°ì¡¦ÅìÛêÍ­´õ»Ò, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤ÂÑ¿ÌÊɤηÁ¾õ¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ, ÆüËÜÃϿ̹©³Ø²ñ¡¦Âç²ñ¡Ý2007¹¼³µ½¸, Åìµþ, 11.13-11.14, 236--237, JAEE, 2007.

ÅìÛêÍ­´õ»Ò¡¦ÊÉë߷¼÷³¤¡¦¶â͵¼â¡¦ÊÉë߷¼÷À®¡¦ÊÉëÂô¼÷°ì¡¦¸Þ½½Íò½Ó°ì¡¦ÆàÎɲ¬À¿Ìé, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤ÂÑ¿ÌÊɤΥ·¡¼¥ÈÊ䶯¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ, ÆüËÜÃϿ̹©³Ø²ñ¡¦Âç²ñ¡Ý2007¹¼³µ½¸, Åìµþ, 11.13-11.14, 238--239, JAEE, 2007.

Àа浮»Ò¡¦ÊÉë߷¼÷À®¡¦ÊÉë߷¼÷°ì¡¦¶â͵¼â¡¦ÊÉë߷¼÷³¤, 2007ǯ¿·³ã¸©Ãæ±Û²­ÃϿ̤ˤª¤±¤ë;¿Ì´Ñ¬¤ÈÈﳲĴºº, ÆüËÜÃϿ̹©³Ø²ñ¡¦Âç²ñ¡Ý2007¹¼³µ½¸, Åìµþ, 11.13-11.14, 246--247, JAEE, 2007.

ÊÉë߷¼÷³¤¡¦ÊÉë߷¼÷À®, µÊÉÉÕ¤­Ãì¤Î¼ÂÍѤ»¤óÃǶ¯ÅÙ¼°, ÆüËÜÃϿ̹©³Ø²ñ¡¦Âç²ñ¡Ý2007¹¼³µ½¸, Åìµþ, 11.13-11.14, 248--249, JAEE, 2007.

ÊÉë߷¼÷°ì¡¦ÊÉë߷¼÷³¤¡¦¾¾¿¹ÂÙ¤, 2007ǯÅÙ¼ÂÂç¿ÌÆ°Âæ¼Â¸³¤Î´ðÁóê¤ê±þÅú²òÀÏ, ÆüËÜÃϿ̹©³Ø²ñ¡¦Âç²ñ¡Ý2007¹¼³µ½¸, Åìµþ, 11.13-11.14, 252--253, JAEE, 2007.

ÊÉë߷¼÷³¤, ¾¾¿¹ÂÙ¤, ÊÉë߷¼÷°ì, ÊÉë߷¼÷À®, ¶â͵¼â, ¼ÂÂç3ÁØRC·úʪ¤Î¿¶Æ°¼Â¸³ (¤½¤Î1¡§¼Â¸³¤Î·×²è¤È³µÍ×), ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, C-2¹½Â¤­¸, ¶å½£, 8.29-8.31, 383--384, ÆüËÜ·úÃ۳زñ, 2007.

ÊÉë߷¼÷°ì, ÊÉë߷¼÷³¤, ¾¾¿¹ÂÙ¤, ÊÉë߷¼÷À®, ¶â͵¼â, ¼ÂÂç3ÁØRC·úʪ¤Î¿¶Æ°¼Â¸³ (¤½¤Î2¡§À߷ײòÀϤÈÉü¸µÎÏÆÃÀ­), ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, C-2¹½Â¤­¸, ¶å½£, 8.29-8.31, 385--386, ÆüËÜ·úÃ۳زñ, 2007.

¾¾¿¹ÂÙ¤, ÊÉë߷¼÷³¤, Çò°æϵ®, £Å¡Ý¥Ç¥£¥Õ¥§¥ó¥¹¤Ë¤è¤ë¼ÂÂ磶ÁØÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È·úʪ¼Â¸³ ¤½¤Î£¸ÂÑ¿ÌÊɤÎÉéô¤»¤óÃÇÎÏ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸,C-2¹½Â¤­¸, ¶å½£, 8.29-8.31, 387--388, ÆüËÜ·úÃ۳زñ, 2007.

Ä¡º´Ï¿Í, ²ÏÌî¿Ê, ÅÄÃæ¿Î»Ë, ºä²¼²í¿®, ¾¾¿¹ÂÙ¤, ÊÉë߷¼÷³¤, £Å¡Ý¥Ç¥£¥Õ¥§¥ó¥¹¤Ë¤è¤ë¼ÂÂ磶ÁØÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È·úʪ¼Â¸³ ¤½¤Î£¹ »°Ê¬ÎϷפθ¡Äê, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, C-2¹½Â¤­¸, ¶å½£, 8.29-8.31, 389--390, ÆüËÜ·úÃ۳زñ, 2007.

Çò°æϵ®, ¾¾¿¹ÂÙ¤, ÊÉë߷¼÷³¤, £Å¡Ý¥Ç¥£¥Õ¥§¥ó¥¹¤Ë¤è¤ë¼ÂÂ磶ÁØÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È·úʪ¼Â¸³ ¤½¤Î10 ±þÅú²Ã®ÅÙ¤ÈÁØ´ÖÊÑ°Ì, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, C-2¹½Â¤­¸, ¶å½£, 8.29-8.31, 391--392, ÆüËÜ·úÃ۳زñ, 2007.

¶â͵¼â, ÊÉë߷¼÷³¤, ¾¾¿¹ÂÙ¤, ÊÉë߷¼÷°ì, £Å¡Ý¥Ç¥£¥Õ¥§¥ó¥¹¤Ë¤è¤ë¼ÂÂ磶ÁØÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È·úʪ¼Â¸³ ¤½¤Î11 3¼¡¸µÆ°Åª²òÀÏ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, C-2¹½Â¤­¸, ¶å½£, 8.29-8.31, 393--394, ÆüËÜ·úÃ۳زñ, 2007.

Ĺ¾Â°ìÍÎ, ÊÆß··ò¼¡, ¾¾¿¹ÂÙ¤, ÊÉë߷¼÷³¤, £±¡¿£³¥¹¥±¡¼¥ë£Ò£Ã¤£¶ÁØÊɥե졼¥àÌÏ·¿¿¶Æ°Âæ¼Â¸³¤Î£³¼¡¸µÆ°Åª£Æ£Å£Í²òÀÏ ¤½¤Î£±¡§¥â¥Ç¥ë²½ÊýË¡¤È²òÀϼêË¡, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, C-2¹½Â¤­¸, ¶å½£, 8.29-8.31, 403--404, ÆüËÜ·úÃ۳زñ, 2007.

ÊÆß··ò¼¡, Ĺ¾Â°ìÍÎ, ¾¾¿¹ÂÙ¤, ÊÉë߷¼÷³¤, £±¡¿£³¥¹¥±¡¼¥ë£Ò£Ã¤£¶ÁØÊɥե졼¥àÌÏ·¿¿¶Æ°Âæ¼Â¸³¤Î£³¼¡¸µÆ°Åª£Æ£Å£Í²òÀÏ ¤½¤Î£²¡§²òÀÏ·ë²Ì, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, C-2¹½Â¤­¸, ¶å½£, 8.29-8.31, 405--406, ÆüËÜ·úÃ۳زñ, 2007.

ÊÉë߷¼÷À®, ÊÉë߷¼÷³¤, ÊÉë߷¼÷°ì, ¶â͵¼â, ÅìÛêÍ­´õ»Ò, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤ÂÑ¿ÌÊɤηÁ¾õ¤ÈÊ䶯¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ(¤½¤Î1¡§Ãì·¿¤¬¤Ê¤¤¾ì¹ç¤ÈÍ­³«¸ý¤Î¾ì¹ç), ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, C-2¹½Â¤­¸, ¶å½£, 8.29-8.31, 461--462, ÆüËÜ·úÃ۳زñ, 2007.

ÅìÛêÍ­´õ»Ò, ÊÉë߷¼÷À®, ÊÉë߷¼÷³¤, ÊÉë߷¼÷°ì, ¶â͵¼â, ¸Þ½½Íò½Ó°ì, ÆàÎɲ¬À¿Ìé, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤ÂÑ¿ÌÊɤηÁ¾õ¤ÈÊ䶯¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ(¤½¤Î2¡§¥·¡¼¥ÈÊ䶯¤Î¸ú²Ì), ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, C-2¹½Â¤­¸, ¶å½£, 8.29-8.31, 463--464, ÆüËÜ·úÃ۳زñ, 2007.

ÊÉë߷¼÷°ì, ÊÉë߷¼÷³¤, ´ðÁóê¤ê¤òÍ­¤¹¤ë·úʪ¾å¸Â±þÅú¿äÄê¼êË¡, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸C-2, ¹­Åç, 9.18-9.20, 675--676, ÆüËÜ·úÃ۳زñ, 2008.

ÊÉë߷¼÷À®, ÊÉë߷¼÷³¤, ÅìÛêÍ­´õ»Ò, ¶â͵¼â, ÊÉë߷¼÷°ì, ¤»¤óÃÇÇ˲õ·¿¤½¤ÇÊÉÉÕ¤­Ãì¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸ C-2, ¹­Åç, 9.18-9.20, 573--574, ÆüËÜ·úÃ۳زñ, 2008.

Toshikazu Kabeyasawa, Toshimi Kabeyasawa, Nonlinear soil-structure interaction theory for low-rise reinforced concrete buildings based on the full-scale shaking test at E-Defense, Proceedings of The 14th World Conference on Earthquake Engineering, Beijing, China, October 12-17, S15-016--8pp, IAEE, 2008.

Yousok Kim, Toshimi Kabeyasawa, Taizo Matsumori, Toshikazu Kabeyasawa, Analytical studies on a 6-story full-scale reinforced concrete wall-frame structure to collapse, Proceedings of The 14th World Conference on Earthquake Engineering, Beijing, China, October 12-17, S15-025--8pp, IAEE, 2008.

Toshimi Kabeyasawa, Toshikazu Kabeyasawa, Koichi Kusunoki, Kangning Li, An outline of damages to school buildings in Dujiangyan by the Wenchuan Earthquake on May 12, Proceedings of The 14th World Conference on Earthquake Engineering, Beijing, China, October 12-17, S31-002--8pp, IAEE, 2008.

Toshimi Kabeyasawa, Toshikazu Kabeyasawa, Taizo Matsumori, Toshinori Kabeyasawa, Yousok Kim, Full-scale dynamic collapse tests of three-story reinforced concrete buildings on flexible foundation at E-Defense, Proceedings of The 14th World Conference on Earthquake Engineering, Beijing, China, October 12-17, S15-002--8pp, IAEE, 2008.

ÊÉë߷¼÷³¤, ¾¾¿¹ÂÙ¤, ÊÉë߷¼÷°ì, ÊÉë߷¼÷À®, ¶â͵¼â, ¼ÂÂç3ÁØRC³°ÉÕ¤±Ê䶯·úʪ¤ÎÀ߷פȿ¶Æ°¼Â¸³·ë²Ì, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸C-2, ¹­Åç, 9.18-9.20, 65--66, ÆüËÜ·úÃ۳زñ, 2008.

¶â͵¼â, ÊÉë߷¼÷³¤, ¾¾¿¹ÂÙ¤, ÊÉë߷¼÷°ì, E-¥Ç¥£¥Õ¥§¥ó¥¹¤Ë¤è¤ë¼ÂÂç6ÁØÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È·úʪ¼Â¸³¤½¤Î12¤»¤óÃÇÂÑÎÏɾ²Á, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸ C-2, ¹­Åç, 9.18-9.20, 667--668, ÆüËÜ·úÃ۳زñ, 2008.

Toshimi Kabeyasawa, Kangning Li, Koichi Kusunoki, Toshikazu Kabeyasawa, Damages to school buildings in Dujiangyan by the Sichuan earthquake(»ÍÀîÂçÃϿ̤ˤè¤ëÅÔ¹¾±á¤Ë¤ª¤±¤ë³Ø¹»·úÃÛ¤ÎÈï³²), ÆüËÜ·úÃ۳زñÂç²ñ 2008ǯÃæ¹ñ»ÍÀîÂçÃϿ̤ª¤è¤Ó2008ǯ´ä¼ê¡¦µÜ¾ëÆâΦÃϿ̤ÎÈﳲĴººÊó¹ð²ñPD»ñÎÁ, ¹­Åç, 9.20, 31--34, ÆüËÜ·úÃ۳زñ, 2008.

Àа浮»Ò, ÊÉë߷¼÷°ì, ÊÉë߷¼÷À®, ¶â͵¼â, ÊÉë߷¼÷³¤, ¿·³ã¸©Ãæ±Û²­ÃϿ̤ÇÈïºÒ¤·¤¿³Ø¹»¹»¼Ë¤Î;¿Ì´Ñ¬¤È±þÅú²òÀÏ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸ C-2, ¹­Åç, 9.18-9.20, 123--124, ÆüËÜ·úÃ۳زñ, 2008.

ÅìÛêÍ­´õ»Ò, ÊÉë߷¼÷³¤, ÊÉë߷¼÷À®, ¶â͵¼â, ÊÉë߷¼÷°ì, ¤½¤ÇÊÉÉÕ¤­Ãì¤Ë¤è¤ë¥Ô¥í¥Æ¥£¡¼¹½Â¤¤ÎÂÑ¿ÌÀ­Ç½¤Ë´Ø¤¹¤ë¸¦µæ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸ C-2, ¹­Åç, 9.18-9.20, 565--566, ÆüËÜ·úÃ۳زñ, 2008.

¶â͵¼â, ÊÉë߷¼÷³¤, ÊÉë߷¼÷°ì, ÊÉë߷¼÷À®, ¿·³ã¸©Ãæ±Û²­ÃϿ̤ÇÈïºÒ¤·¤¿RC¤±ìÆͤÎÅݲõ²òÀÏ, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, Ê¡²¬, 7.9-7.11, 1303--1308, JCI, 2008.

ÅìÛêÍ­´õ»Ò, ÊÉë߷¼÷À®, ÊÉë߷¼÷³¤, ¶â͵¼â, ¶Ê¤²¹ßÉú·¿¤½¤ÇÊÉÉÕ¤­Ãì¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, Ê¡²¬, 7.9-7.11, 109--114, JCI, 2008.

ÊÉë߷¼÷À®, ÊÉë߷¼÷³¤, ÅìÛêÍ­´õ»Ò, ÊÉë߷¼÷°ì, ¤»¤óÃÇÇ˲õ·¿¤½¤ÇÊÉÉÕ¤­Ãì¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, Ê¡²¬, 7.9-7.11, 115--120, JCI, 2008.

ÊÉë߷¼÷°ì, ÊÉë߷¼÷³¤, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤¼ÂÂ磳ÁØRC·úʪ¤Î¿¶Æ°¼Â¸³¤Î²òÀÏ, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, Ê¡²¬, 7.9-7.11, 403--408, JCI, 2008.

ÊÉë߷¼÷³¤, ÊÉë߷¼÷°ì, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤¼ÂÂ磳Áس°ÉÕ¤±Ê䶯·úʪ¤ÎÉ⤭¾å¤¬¤ê²òÀÏ, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, Ê¡²¬, 7.9-7.11, 409--414, JCI, 2008.

ÊÉë߷¼÷³¤, ²ÃÆ£Âç²ð, ¾¡Ëó±Ñͺ, ¾Î¸¶ÎÉ°ì, ³Ñ¾´, ¡Ö19¾òÂÑ¿ÌÊÉ¡ÊÊÉÉôºà¡Ë¡×¤Î³µÍ×, ÆüËÜ·úÃ۳زñÂç²ñ¹½Â¤ÉôÌçPDÅ´¶Ú¥³¥ó¥¯¥ê¡Ý¥È¹½Â¤·×»»µ¬½à¤Î²þÄê¤Ë¤Ä¤¤¤Æ, ¹­Åç, 9.19, 25--46, ÆüËÜ·úÃ۳زñ, 2008.

¶â͵¼â¡¤ÊÉë߷¼÷³¤¡¤ÊÉë߷¼÷°ì¡¤ºä¾å¼Â¡¤»°Â𹰷á¤ÌÚ¼Éð»Ö, 2008 ǯ´ä¼ê¡¦µÜ¾ëÆâΦÃϿ̤ˤª¤±¤ëRC ¤³Ø¹»·úʪ¤Î;¿Ì´Ñ¬¤ª¤è¤ÓÃϿ̱þÅú²òÀÏ, ÆüËÜÃϿ̹©³Ø²ñÂç²ñ2008 ¹¼³µ½¸, ÀçÂæ, 11.3-11.5, 336--337, ÆüËÜÃϿ̹©³Ø²ñ, 2008.

ÊÉë߷¼÷°ì¡¤ÊÉë߷¼÷³¤¡¤¶â͵¼â¡¤ºä¾å¼Â, ´ä¼ê¡¦µÜ¾ëÆâΦÃϿ̤ª¤è¤Ó´ä¼ê¸©±è´ßËÌÉôÃϿ̤ò¼õ¤±¤¿RCÌȿ̹½Â¤Êª¤ÎµóÆ°¤Ë´Ø¤¹¤ë¸¦µæ, ÆüËÜÃϿ̹©³Ø²ñÂç²ñ2008 ¹¼³µ½¸, ÀçÂæ, 11.3-11.5, 340--341, ÆüËÜÃϿ̹©³Ø²ñ, 2008.

Àа浮»Ò¡¦ÊÉë߷¼÷³¤¡¦¶â͵¼â, 2007ǯ¿·³ã¸©Ãæ±Û²­ÃϿ̤ÇÈïºÒ¤·¤¿RC¤³Ø¹»¹»¼Ë¤ÎÂÑÎÏÄã²¼¥â¥Ç¥ë¤òÍѤ¤¤¿ÃϿ̱þÅú²òÀÏ, ÆüËÜÃϿ̹©³Ø²ñÂç²ñ2008¹¼³µ½¸, ÀçÂæ, 11.3-11.5, 26--27, ÆüËÜÃϿ̹©³Ø²ñ, 2008.

û溬Ԣ¡¦PHAN Van Quang¡¦ÊÉë߷¼÷³¤¡¦¶â͵¼â¡¦ÊÉë߷¼÷°ì¡¦Àа浮»Ò, ÊÒ¦¤½¤ÇÊÉÉÕ¤­Ãì¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ¡Ê¤½¤Î£±¼Â¸³³µÍפª¤è¤Ó·ë²Ì¡Ë, ÆüËÜÃϿ̹©³Ø²ñÂç²ñ2008¹¼³µ½¸, ÀçÂæ, 11.3-11.5, 28--29, ÆüËÜÃϿ̹©³Ø²ñ, 2008.

PHAN Van Quang¡¦û溬Ԣ¡¦ÊÉë߷¼÷³¤¡¦¶â͵¼â¡¦ÊÉë߷¼÷°ì¡¦Àа浮»Ò, ÊÒ¦¤½¤ÇÊÉÉÕ¤­Ãì¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ¡Ê¤½¤Î£²¤Ò¤Ó³ä¤ìµÚ¤ÓÅ´¶Ú¹ßÉú¾õ¶·¡Ë, ÆüËÜÃϿ̹©³Ø²ñÂç²ñ2008¹¼³µ½¸, ÀçÂæ, 11.3-11.5, 30--31, ÆüËÜÃϿ̹©³Ø²ñ, 2008.

Toshimi Kabeyasawa and Toshikazu Kabeyasawa, New Concept on Fail-Safe Design of Foundation Structure Systems Insensitive to Extreme Motions, Proceedings of the ACES workshop, Advances in Performance-Based Earthquake Engineering, Corfu, Greece, July 4-7, 1--14, ACES, 2009.

Toshikazu. Kabeyasawa, Toshimi Kabeyasawa and Yousok Kim , Progressive Collapse Simulation of Reinforced Concrete Buildings Using Column Models with Strength Deterioration after Yielding , 2009 ATC&SEI Conference, Conference on Improving the Seismic Performance of Existing Buildings and Other Structures, San Francisco, CA, USA, December 9-11, 1--14, ASCE, 2009.

Hossein Mostafaei, Frank J. Vecchio, Toshimi Kabeyasawa, A Simplified Axial-Shear-Flexure Interaction Approach for Load and Displacement Capacity of Reinforced Concrete Columns, 2009 ATC&SEI Conference, Conference on Improving the Seismic Performance of Existing Buildings and Other Structures, San Francisco, CA, USA, December 9-11, 1--10, ASCE, 2009.

Toshikazu Kabeyasawa, Toshimi Kabeyasawa, and Yousok Kim , Collapse simulation of the full-scale test on three-story school building using ASFI model, The Proceedings of the First International Conference on Computational Technologies in Concrete Structures (CTCS'09), Jeju, Korea, May 24-27, 1091--1105, KAIST, 2009.

Toshimi Kabeyasawa, Toshikazu Kabeyasawa, Taizo Matsumori, Yousok Kim, Toshinori Kabeyasawa, Full-Scale 3-D Shake Table Tests on Reinforced Concrete Building Structures at E-Defense, Proceedings of ConMat'09, 4th International Conference on Construction Materials, Performance, innovations and Structural Implications, Nagoya, August 24-26, 1--16, JCI, 2009.

Toshimi Kabeyasawa, Kunkuk Bae, Toshinori Kabeyasawa, Toshikazu Kabeyasawa, Yousok Kim, Design Equation in Practice for Shear Strength of Columns with Wing Walls, The Proceedings of the First International Conference on Computational Technologies in Concrete Structures (CTCS'09), Jeju, Korea, May 24-27, 1077--1090, KAIST, 2009.

Toshimi Kabeyasawa, Toshikazu Kabeyasawa, Yousok Kim, Toshinori Kabeyasawa, Kunkuk Bae, Tests on Reinforced Concrete Columns with Wing Walls for Hyper-Earthquake Resistant System, Proceedings of the 3rd International Conference on Advances in Experimental Structural Engineering,, San Francisco, October 15-16, 1--14, PEER, 2009.

û溬Ԣ¡¤ÊÉë߷¼÷³¤¡¤¶â͵¼â¡¤ÊÉë߷¼÷°ì, ÊÒ¦µÊÉÉÕ¤­Ãì¤ÈÊÉÉÕ¤­Ãì¤Î¤»¤óÃÇÂÑÎÏ»»ÄêË¡¤ÎÈæ³Ó, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, »¥ËÚ, 7.8-7.10, 187--192, JCI, 2009.

PHAN Van Quang¡¤ÊÉë߷¼÷³¤¡¤¶â͵¼â¡¤Àа浮»Ò, Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥È¤ÊÒ¦¤½¤ÇÊÉÉÕ¤­Ãì¤Î¤Ò¤Ó³ä¤ìÉýɾ²ÁË¡¤Î¸¡¾Ú, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, »¥ËÚ, 7.8-7.10, 187--192, JCI, 2009.

ÊÉë߷¼÷°ì¡¤ÊÉë߷¼÷³¤¡¤¾¾¿¹ÂÙ¤¡¤¶â͵¼â, Axial -Shear- Flexural Interaction model¤Ë¤è¤ë¼ÂÂç3ÁØ·úʪ¤ÎÂÑÎÏÄã²¼À­¾õ¤Î¸¡Æ¤, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, »¥ËÚ, 7.8-7.10, 907--912, JCI, 2009.

¶â͵¼â¡¤ÊÉë߷¼÷³¤, ÂÑÎÏÎô²½·¿RC ¥Õ¥ì¡¼¥à¹½Â¤¤ÎÅù²Á1 ¼«Í³ÅٷϽÌÌó¤Ë´Ø¤¹¤ë¸¦µæ, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, »¥ËÚ, 7.8-7.10, 943--948, JCI, 2009.

ûæ º¬Ô¢¡¤ÊÉë߷¼÷³¤¡¤¶â ͵¼â¡¤ÊÉë߷¼÷°ì¡¤PHAN Van Quang¡¤ÀÐ°æ µ®»Ò¡¤Ê¡»³ ÍΡ¤ÅÄ¿¬À¶ÂÀϺ, ¹â¶¯ÅÙÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤ξ¦µÊÉÉÕ¤­Ãì¤ÎÂÑ¿ÌÀ­Ç½¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, ÀçÂæ, 8.27-8.30, 117--120, ÆüËÜ·úÃ۳زñ, 2009.

PHAN Van Quang¡¤ÊÉë߷¼÷³¤¡¤¶â ͵¼â¡¤ÊÉë߷¼÷°ì¡¤ûæ º¬Ô¢¡¤ÀÐ°æ µ®»Ò¡¤Ê¡»³ ÍÎ, ÅÄ¿¬À¶ÂÀϺ, ¹â¶¯ÅÙÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤ÊÒ¦µÊÉÉÕ¤­Ãì¤ÎÂÑ¿ÌÀ­Ç½¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, ÀçÂæ, 8.27-8.30, 121--124, ÆüËÜ·úÃ۳زñ, 2009.

ÀÐ°æ µ®»Ò¡¤ÊÉë߷¼÷³¤¡¤¶â͵¼â, ÂÑÎÏÎô²½·¿Éü¸µÎÏ¥â¥Ç¥ë¤Ë¤è¤ëÃϿ̱þÅú¤Ë´Ø¤¹¤ë²òÀÏŪ¸¦µæ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, ÀçÂæ, 8.27-8.30, 627--628, ÆüËÜ·úÃ۳زñ, 2009.

ÊÉë߷¼÷°ì¡¤ÊÉë߷¼÷³¤¡¤¾¾¿¹ÂÙ¤¡¤¶â͵¼â, ¼ÂÂç3ÁØ·úʪ¤Î¿ÌÆ°¼Â¸³ ASFI¥â¥Ç¥ë¤òÍѤ¤¤¿ÃìÂÑÎÏÄã²¼À­¾õ¤Î¸¡Æ¤, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, ÀçÂæ, 8.27-8.30, 777--778, ÆüËÜ·úÃ۳زñ, 2009.

Toshimi Kabeyasawa, Toshikazu Kabeyasawa, Yousok Kim, Toshinori Kabeyasawa, Bae Kunkuk, Phan Van Quang, Strength and Deformability of Reinforced Concrete Columns with Wing Walls, Proceedings of 9th US National/ 10th Canadian Conference on Earthquake Engineering, Toronto, Ontario, Canada , July 25-29, 813--10pp, EERI, 2010.

Toshikazu Kabeyasawa, Toshimi Kabeyasawa, Yousok Kim, Collapse Simulation of Reinforced Concrete Buildings with ASFI Approach, Proceedings of 9th US National/ 10th Canadian Conference on Earthquake Engineering, Toronto, Ontario, Canada, July 25-29, 813--10pp, EERI, 2010.

4. Hossein Mostafaei, Toshimi Kabeyasawa: Performance of a Six-Story Reinforced Concrete Structures in Post-Earthquake Fire,, 4. Hossein Mostafaei, Toshimi Kabeyasawa: Performance of a Six-Story Reinforced Concrete Structures in Post-Earthquake Fire,, Proceedings of 9th US National/ 10th Canadian Conference on Earthquake Engineering, Toronto, Ontario, Canada, July 25-29, 659--10pp, EERI, 2010.

ÊÉë߷ ¼÷³¤¡¤ÊÉë߷ ¼÷°ì¡¤¶â͵¼â¡¤ºÙÀîÍμ£, ´û¸ RC ³Ø¹»¹»¼ËľÀÜ´ðÁäοåÊ¿ºÜ²Ù¼Â¸³¡Ý¼Â¸³·×²è¡Ý, Âè13²óÆüËÜÃϿ̹©³Ø¥·¥ó¥Ý¥¸¥¦¥à, ¤Ä¤¯¤Ð, 11.17-11.20, 1406--1413, ÆüËÜÃϿ̹©³Ø²ñ, 2010.

ÊÉë߷ ¼÷°ì¡¤ÊÉë߷ ¼÷³¤¡¤¶â͵¼â¡¤ºÙÀîÍμ£, ´û¸ RC ³Ø¹»¹»¼ËľÀÜ´ðÁäοåÊ¿ºÜ²Ù¼Â¸³¡Ý¼Â¸³·ë²Ì¡Ý, Âè13²óÆüËÜÃϿ̹©³Ø¥·¥ó¥Ý¥¸¥¦¥à, ¤Ä¤¯¤Ð, 11.17-11.20, 1414--1421, ÆüËÜÃϿ̹©³Ø²ñ, 2010.

ûæ º¬Ô¢¡¤ÊÉë߷¼÷³¤¡¤¶â͵¼â¡¤ÊÉë߷¼÷°ì, µÊÉÉÕ¤­Ãì¤Î¹½Â¤ÆÃÀ­¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ÂçµÜ¡Êºë¶Ì¡Ë, 7.7-7.9, 115--120, ÆüËÜ¥³¥ó¥¯¥ê¡¼¥È¹©³Ø¶¨²ñ, 2010.

º´Æ£½¼À²¡¤ÊÉë߷ ¼÷³¤¡¤¶â͵¼â¡¤ºÙÀîÍμ£¡¤¥Õ¥¡¥ó¥Ò¥ç¥ó¥½¥ó, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤µÊÉÉÕ¤­Ãì¤ÎÊÑ·ÁÀ­Ç½¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ¡¡¤½¤Î1¡¦¼Â¸³·×²è¤ÈÉü¸µÎÏÆÃÀ­, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, Åìµþ¡Ê´ØÅì¡Ë, 8.23-8.25, 135--136, ÆüËÜ·úÃ۳زñ, 2011.

¥Õ¥¡¥ó¥Ò¥ç¥ó¥½¥ó¡¤ÊÉë߷ ¼÷³¤¡¤¶â͵¼â¡¤ºÙÀîÍμ£¡¤º´Æ£½¼À², Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤µÊÉÉÕ¤­Ãì¤ÎÊÑ·ÁÀ­Ç½¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ¡¡¤½¤Î2¡¦¼Â¸³¤Î·ë²Ì, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, Åìµþ¡Ê´ØÅì¡Ë, 8.23-8.25, 137--138, ÆüËÜ·úÃ۳زñ, 2011.

ÊÉë߷¼÷³¤¡¤¶â͵¼â¡¤º´Æ£½¼À²¡¤¥Õ¥¡¥ó¥Ò¥ç¥ó¥½¥ó¡¤ºÙÀîÍμ£, Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥È¤µÊÉÉÕ¤­Ãì¤ÎÊÑ·ÁÀ­Ç½¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ¡¡¤½¤Î3¡¦¶Ê¤²ÍýÏÀ¤Ë¤è¤ëÊÑ·ÁÀ­Ç½¤Îɾ²Á, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, Åìµþ¡Ê´ØÅì¡Ë, 8.23-8.25, 139--140, ÆüËÜ·úÃ۳زñ, 2011.

ÊÉë߷ ¼÷°ì¡¤Ê¡»³ÍΡ¤ÊÉë߷¼÷³¤¡¤Deng Xuan, ¶â͵¼â¡¤¾¡Ëó±Ñͺ¡¤¿ùËÜ·±¾Í, ¿¿ô²ó·«¤êÊÖ¤·³°ÎϤò¼õ¤±¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥ÈΩÂÎÉôʬ²Í¹½¤ÎÀÅŪ·«ÊÖ¤·¼Â¸³¡Ê¤½¤Î1¡§¼Â¸³³µÍסË, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, Åìµþ¡Ê´ØÅì¡Ë, 8.23-8.25, 741--742, ÆüËÜ·úÃ۳زñ, 2011.

PHAN Van Quang¡¤ÊÉë߷¼÷³¤¡¤¶â͵¼â¡¤ÊÉë߷¼÷°ì, »°É¾²ÁÅÀ¥â¥Ç¥ë¤Ë¤è¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡Ý¥È¤µÊÉÉÕ¤­Ãì¤Î²Ù½ÅÊÑ·Á´Ø·¸É¾²ÁË¡, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, Åìµþ¡Ê´ØÅì¡Ë, 8.23-8.25, 245--246, ÆüËÜ·úÃ۳زñ, 2011.

Deng Xuan, ÊÉë߷¼÷³¤¡¤¶â͵¼â¡¤Ê¡»³ÍΡ¤ÊÉë߷ ¼÷°ì¡¤¾¡Ëó±Ñͺ¡¤¿ùËÜ·±¾Í¡¡ÊÉë߷¼÷³¤, ¿¿ô²ó·«¤êÊÖ¤·³°ÎϤò¼õ¤±¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥ÈΩÂÎÉôʬ²Í¹½¤ÎÀÅŪ·«ÊÖ¤·¼Â¸³¡Ê¤½¤Î2¡§¼Â¸³·ë²Ì¡Ë, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, ´ØÅì¡ÊÅìµþ¡Ë, 8.23-8.25, 743--744, ÆüËÜ·úÃ۳زñ, 2011.

¾¾¿¹ÂÙ¤¡¤Ä¹¹¾ÂóÌ顤Åĸ¶·ò°ì¡¤Ê¡»³Ô¢Éס¤±ö¸¶Åù¡¤ÊÉë߷¼÷³¤¡¤²ÏÌî¿Ê¡¤À¾»³Êö¹­¡¤À¾»³¸ù, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤·úʪ¤È¥×¥ì¥¹¥È¥ì¥¹¥È¥³¥ó¥¯¥ê¡¼¥È¤·úʪ¤Ë´Ø¤¹¤ë¼Â¸³³µÍס¡E-Defense¤òÍѤ¤¤¿¥³¥ó¥¯¥ê¡¼¥È·Ï·úʪ¼Â¸³ 2010 ¤½¤Î1, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, Åìµþ¡Ê´ØÅì¡Ë, 8.23-8.25, 795--796, ÆüËÜ·úÃ۳زñ, 2011.

Ê¡»³Ô¢Éס¤Ä¹¹¾ÂóÌ顤Åĸ¶·ò°ì¡¤¾¾¿¹ÂÙ¤¡¤±ö¸¶Åù¡¤ÊÉë߷¼÷³¤¡¤²ÏÌî¿Ê¡¤À¾»³Êö¹­¡¤À¾»³¸ù, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤»î¸³ÂΤÎÀ߷פª¤è¤Ó¼Â¸³¤Ë¤è¤ë»½ý¡¡E-Defense¤òÍѤ¤¤¿¥³¥ó¥¯¥ê¡¼¥È·Ï·úʪ¼Â¸³ 2010 ¤½¤Î2 , ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, Åìµþ¡Ê´ØÅì¡Ë, 8.23-8.25, 797--798, ÆüËÜ·úÃ۳زñ, 2011.

Ĺ¹¾ÂóÌ顤Åĸ¶·ò°ì¡¤Ê¡»³Ô¢Éס¤¾¾¿¹ÂÙ¤¡¤±ö¸¶Åù¡¤ÊÉë߷¼÷³¤¡¤²ÏÌî¿Ê¡¤À¾»³Êö¹­¡¤À¾»³¸ù, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤»î¸³ÂΤÎÇ˲õÀ­¾õ¤È¿åÊ¿ÂÑÎÏ¡¡E-Defense¤òÍѤ¤¤¿¥³¥ó¥¯¥ê¡¼¥È·Ï·úʪ¼Â¸³ 2010 ¤½¤Î3 , ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, Åìµþ¡Ê´ØÅì¡Ë, 8.23-8.25, 799--800, ÆüËÜ·úÃ۳زñ, 2011.

ÂçÇ÷°ìÆÁ¡¤Ä¹¹¾ÂóÌ顤Åĸ¶·ò°ì¡¤Ê¡»³Ô¢Éס¤¾¾¿¹ÂÙ¤¡¤±ö¸¶Åù¡¤ÊÉë߷¼÷³¤¡¤²ÏÌî¿Ê¡¤À¾»³Êö¹­¡¤À¾»³¸ù, ¥×¥ì¥¹¥È¥ì¥¹¥È¥³¥ó¥¯¥ê¡¼¥È¤»î¸³ÂΤÎÀ߷ס¡E-Defense¤òÍѤ¤¤¿¥³¥ó¥¯¥ê¡¼¥È·Ï·úʪ¼Â¸³ 2010 ¤½¤Î4 , ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, Åìµþ¡Ê´ØÅì¡Ë, 8.23-8.25, 801--803, ÆüËÜ·úÃ۳زñ, 2011.

ÊÉë߷ ¼÷³¤, ¡Ê¾·ÂÔ¹Ö±éH7-1¡ËÅìÆüËÜÂç¿ÌºÒ¤Ë¤ª¤±¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡Ý¥È·úʪ¤ÎÈï³², ¥·¥ó¥Ý¥¸¥¦¥à¡¡ÅìÆüËÜÂç¿ÌºÒ¤«¤é¤Î¶µ·±¡¤¤³¤ì¤«¤é¤Î¿·¤·¤¤¹ñ¤Ä¤¯¤ê, Åìµþ, 3·î1Æü¡¼2Æü, 111--120, ÆüËÜ·úÃ۳زñ, 2012.

Toshimi Kabeyasawa, Koichi Kusunoki, Akira Tasai, Toshikatsu Ichinose, Daisuke Kato, Damage Survey on Reinforced Concrete School Buildings in Fukushima after the 2011 East Japan Earthquake, 15th World Conference on Earthquake Engineering(15WCEE), Lisbon(Portugal), Sep.24-Sep.28, 1(No.2580)--10, IAEE, 2012.

Toshikazu Kabeyasawa, Toshimi Kabeyasawa, Youji Hosokawa, Yousok Kim, Static and Dynamic Loading Test on Base Foundation in a Reinforced Concrete School Building, 15th World Conference on Earthquake Engineering(15WCEE), Lisbon(Portugal), Sep.24-Sep.28, 1(No.2910)--10, IAEE, 2012.

Toshimi Kabeyasawa, Yousoku. Kim, Mitsuharu Sato, H. Hyunseong, Toshikazu Kabeyasawa, Hiroshi Fukuyama, Evaluation on Deformability of Reinforced Concrete Columns with Wing Walls, 15th World Conference on Earthquake Engineering(15WCEE), Lisbon(Portugal), Sep.24-Sep.28, 1(No.2573)--10, IAEE, 2012.

Toshikazu Kabeyasawa, Hiroshi Fukuyama, Deng Xuan, Toshimi Kabeyasawa, Hideo Katsumata, Kuniyoshi Sugimoto, Static Cyclic Loading Test on Moment Resisting Frame with Slab Simulating Seismic Performance of High-Rise Reinforced Concrete Buildings, 15th World Conference on Earthquake Engineering(15WCEE), Lisbon(Portugal), Sep.24-Sep.28, 1(No.1902)--10, IAEE, 2012.

Takuya Nagae, Kenichi Tahara, Kunio Fukuyama, Taizo Matsumori, Hitoshi Shiohara, Toshimi Kabeyasawa, Susumu Kono, Minehiro Nishiyama, J. P. Moehle, J. W. Wallace, Richard Sause, Wassim M. Ghannoum, Test Results of Four-Story Reinforced Concrete and Post-Tensioned Concrete Buildings: The 2010 E-Defense Shaking Table Test, 15th World Conference on Earthquake Engineering(15WCEE), Lisbon(Portugal), Sep.24-Sep.28, 1(No. 3870)--10, IAEE, 2012.

Toshimi Kabeyasawa, Damage Survey on Buildings and the Lessons from the 2011 East Japan Earthquake, International Symposium on Engineering Lessons Learned from the 2011 Great East Japan Earthquake,, Tokyo(Japan), March 1-4, 186--205, JAEE, 2012.

Toshimi Kabeyasawa, Koichi Kusunoki, Daisuke Kato, Toshikatsu Ichinose, and Akira Tasai , Damages to Reinforced Concrete Buildings Observed in Fukushima after the 2011 East Japan Earthquake, International Symposium on Engineering Lessons Learned from the 2011 Great East Japan Earthquake, Tokyo(Japan), , March 1-4, 1216--1225, JAEE, 2012.

Xuan Deng, Toshikazu Kabeyasawa, Toshimi Kabeyasawa, Hiroshi Fukuyama, Experimental study on a three-dimensional RC frame with slab subjected to lateral loads, Proceedings, Japan Concrete Institute, Hiroshima, 7.4-7.6, 331--336, JCI, 2012.

º´Æ£ ½¼À²¡¦ÊÉë߷ ¼÷³¤¡¦¶â ͵¼â¡¦Ê¡»³ ÍÎ, 2Êý¸þ¿åÊ¿ÎϤò¼õ¤±¤ëRC ¤ÂÑ¿ÌÊɤ˴ؤ¹¤ë¼Â¸³Åª¸¦µæ, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ¹­Åç, 7.4-7.6, 115--120, JCI, 2012.

¹âÅÄ¡¡¿ð·Ã¡¦ÀîÀ¥¡¡¶¬µ×¡¦»ÔÇ·À¥¡¡ÉÒ¾¡¡¦ÊÉë߷¡¡¼÷³¤, ¼åÁؤòÍ­¤¹¤ë¿ÁØRC ·úʪ¤ÎÂÑ¿Ì¿ÇÃÇ, ¥³¥ó¥¯¥ê¡¼¥È¹©³Øǯ¼¡ÏÀʸ½¸, ¹­Åç, 7.4-7.6, 1087--1092, JCI, 2012.

DENG Xuan, ÊÉë߷ ¼÷°ì, ÊÉë߷ ¼÷³¤, Ê¡»³ ÍÎ, Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥È¤ΩÂιüÁȤμ¸³¤ª¤è¤Ó²òÀϤˤâ¤È¤Å¤¯¥¹¥é¥ÖÍ­¸úÉý¤Î¸¡Æ¤, ÆüËÜ·úÃ۳زñ³Ø½Ñ¹Ö±é¹¼³µ½¸¡ÊC-2¡¢¹½Â¤ IV¡Ë, Å쳤¡Ê̾¸Å²°¡Ë, 9.12-9.14, 641--642, ÆüËÜ·úÃ۳زñ, 2012.

Quang Hieu Bui, Toshimi Kabeyasawa, Toshikazu Kabeyasawa, An Experimental Study on Shear Friction between Concrete Foundation and Bedding, ÆüËÜ·úÃ۳زñ³Ø½Ñ¹Ö±é¹¼³µ½¸¡¢¹½Â¤ I, Å쳤¡Ê̾¸Å²°¡Ë, 9.12-9.14, 587--588, ÆüËÜ·úÃ۳زñ, 2012.

ÅÏî´¸øÈþ¡¤ÊÉë߷¼÷°ì¡¤ÊÉë߷¼÷³¤¡¤Ê¡»³ÍÎ, ¥³¥ó¥¯¥ê¡¼¥È´ðÁäÎưŪ³ê¤ê¼Â¸³, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, ̾¸Å²°¡ÊÅ쳤¡Ë, 9.9-9.11, 707--708, ÆüËÜ·úÃ۳زñ, 2012.

º´Æ£½¼À², ÊÉë߷¼÷³¤, ¶â͵¼â, ºÙÀîÍμ£, Ê¡»³ÍÎ, 뾻ŵ, 2Êý¸þÎϤò¼õ¤±¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤ÂÑ¿ÌÊɤ˴ؤ¹¤ë¼Â¸³Åª¸¦µæ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, ̾¸Å²°, 9.9-9.11, 1--2, ÆüËÜ·úÃ۳زñ, 2012.

ÊÉë߷ ¼÷³¤, Æï ¹À°ì, ²ÃÆ£ Âç²ð, »ÔÇ·À¥ ÉÒ¾¡, ÅÄºÍ ¹¸, ÅìÆüËÜÂç¿ÌºÒ¤Ë¤ª¤±¤ëÊ¡Å縩Ω¹â¹»£Ò£Ã¤¹»¼Ë¤ÎÈﳲΨ, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸¡Ê¹½Â¤OSÁªÈ´¹¼³µ¡Ë, ̾¸Å²°¡ÊÅ쳤¡Ë, 9.9-9.11, 41--44, ÆüËÜ·úÃ۳زñ, 2012.

ÅÏî´¸øÈþ¡¤ÊÉë߷ ¼÷°ì¡¤ÊÉë߷ ¼÷³¤¡¤Ê¡»³ÍΡ¤¥¯¥ï¥ó ¥Ò¥å¡¼ ¥Ö¥¤, ºÙÀîÍμ£, ¥³¥ó¥¯¥ê¡Ý¥È´ðÁäγê¤êÌ̤ò¼Â¸³°ø»Ò¤È¤·¤¿Æ°Åª³ê¤ê¼Â¸³, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, »¥ËÚ¡ÊË̳¤Æ»¡Ë, 8.30-9.1, 711--712, ÆüËÜ·úÃ۳زñ, 2013.

ÊÉë߷ ¼÷°ì¡¤ÊÉë߷ ¼÷³¤¡¤Ê¡»³ ÍΡ¤Xuan Deng, Ķ¹âÁØÅ´¶Ú¥³¥ó¥¯¥ê¡Ý¥È¤·úÃÛʪ¤Î¥¹¥é¥ÖÍ­¸úÉý¤Î¸¡Æ¤, ÆüËÜ·úÃ۳زñÂç²ñ¡ÊOSÁªÈ´¹¼³µ¡Ë, »¥ËÚ¡ÊË̳¤Æ»¡Ë, 8.30-9.1, 17--20, ÆüËÜ·úÃ۳زñ, 2013.

²ÃÆ£¼þÆó¡¤ÊÉë߷ ¼÷³¤¡¤ºÙÀîÍμ£, Ãì·¿¤Î̵¤¤RC¤ÂÑ¿ÌÊɤΣ²Êý¸þºÜ²Ù¼Â¸³, ÆüËÜ·úÃ۳زñÂç²ñ³Ø½Ñ¹Ö±é¹¼³µ½¸, »¥ËÚ¡ÊË̳¤Æ»¡Ë, 8.30-9.1, 123--124, ÆüËÜ·úÃ۳زñ, 2013.

Quang Hieu BUI, ÊÉë߷¼÷°ì, ÊÉë߷¼÷³¤, ºÙÀîÍμ£, ¹½Â¤Êª¤Ë¤ª¤±¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È´ðÁäγê¤êÀµ¸¹ÇȲÿ¶¼Â¸³, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Øǯ¼¡ÏÀʸ½¸, ̾¸Å²°, 7.9-7.11, 991--996, ÆüËÜ¥³¥ó¥¯¥ê¡Ý¥È¹©³Ø¶¨²ñ, 2013.

ÅÏî´¸øÈþ, ÊÉë߷¼÷°ì, ÊÉë߷¼÷³¤, Ê¡»³ÍÎ, ¹½Â¤Êª¤Ë¤ª¤±¤ëÅ´¶Ú¥³¥ó¥¯¥ê¡¼¥È´ðÁäγê¤êÀµ¸¹ÇȲÿ¶¼Â¸³, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Øǯ¼¡ÏÀʸ½¸, ̾¸Å²°, 7.9-7.11, 973--978, ÆüËÜ¥³¥ó¥¯¥ê¡Ý¥È¹©³Ø¶¨²ñ, 2013.

ÊÉë߷¼÷°ì, ÊÉë߷¼÷³¤, Ê¡»³ÍÎ, Deng XUAN, Ķ¹âÁأңä·úÃÛʪ¤Î¤Ò¤Ó³ä¤ìÊ佤¸å¤ÎÂÑ¿ÌÀ­Ç½¤Ë´Ø¤¹¤ë¸¦µæ , ¥³¥ó¥¯¥ê¡Ý¥È¹©³Øǯ¼¡ÏÀʸ½¸, ̾¸Å²°, 7.9-7.11, 793--798, ÆüËÜ¥³¥ó¥¯¥ê¡¼¥È¹©³Ø¶¨²ñ, 2013.

²ÃÆ£¼þÆó, ÊÉë߷¼÷°ì, ÊÉë߷¼÷³¤, ºÙÀîÍμ£, Å´¶Ú¥³¥ó¥¯¥ê¡¼¥È¤µÊÉ¡¦¹øÊÉÉÕ¤­Ãì¤Î¶Ê¤²À­¾õ¤Ë´Ø¤¹¤ë¼Â¸³Åª¸¦µæ, ¥³¥ó¥¯¥ê¡Ý¥È¹©³Øǯ¼¡ÏÀʸ½¸, ̾¸Å²°, 7.9-7.11, 133--138, ÆüËÜ¥³¥ó¥¯¥ê¡¼¥È¹©³Ø¶¨²ñ, 2013.

ÆüËÜ, 1999ǯ¥È¥ë¥³¥³¥¸¥ã¥¨¥êÃϿ̺ҳ²Ä´ººÊó¹ð, ÆüËÜ·úÃ۳زñ, 2001.

AIJ, JSCE, JGS(AIJ reconnaissance team leader, Toshimi Kabeyasawa), Report on the Damage Investigation of the 1999 Kocaeli Earthquake in Turkey, Architectural Institute of Japan, 2001.

ÆüËÜ·úÃÛËɺҶ¨²ñ¡Ê¸¶°ÆºîÀ®°Ñ°÷²ñ¼çºº¡Ë, ´û¸Ŵ¶Ú¥³¥ó¥¯¥ê¡Ý¥È¤·úÃÛʪ¤ÎÂÑ¿Ì¿ÇÃÇ´ð½à¡¦Æ±²òÀâ 2001ǯ²þÄûÈÇ, ÆüËÜ·úÃÛËɺҶ¨²ñ, 2001.

Toshimi Kabeyasawa, Design of Modern Highrise Reinforced Concrete Structures (Editor: Hiroyuki Aoyama), Chapter 7 Earthqauke Response Anaysis , Imperial College Press, 2001.

ÊÉë߷ ¼÷³¤¡Ê¶¦Ãø¡Ë, ·úÃۤȹ©³Ø¡Ê4.Âѿ̹©³Ø¡Ë, ¾´¹ñ¼Ò, 2003.

ÆüËÜ·úÃ۳زñ¡ÊÊÔ½¸¡¢Ê¬Ã´¼¹É®¡Ë, Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥È¤·úʪ¤ÎÂÑ¿ÌÀ­Ç½É¾²Á»Ø¿Ë¡Ê°Æ¡Ë¡¦Æ±²òÀâ, ÆüËÜ·úÃ۳زñ, 2004.

ÆüËÜ·úÃ۳زñ¡Êʬô¼¹É®¡Ë, Å´¶Ú¥³¥ó¥¯¥ê¡Ý¥È¹½Â¤·×»»µ¬½à¡¦Æ±²òÀâ, ÆüËÜ·úÃ۳زñ, 2010.

ÆüËÜ·úÃ۳زñ¡Êʬô¼¹É®¡Ë, 2011ǯ¡¡ÅìÆüËÜÂç¿ÌºÒºÒ³²Ä´ººÂ®Êó, ÆüËÜ·úÃ۳زñ, 2011.

Architectural Institute of Japan Ed. (Chapter4:Toshimi Kabeyasawa, et al), Preliminary Reconnaissance Report of the 2011 Tohoku-Chiho Taiheiyo-Oki Earthquake (Chapter 4: Damages to Reinforced Concrete Buildings), Springer, 2012.