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17 : ‘Ï�k�ÝŒv - Page No. 20

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	ƒTƒCƒvƒŒƒX�‚‰Ë‹´�E•â‹­Œã‹´‹r‚Ì‘Ï�k�«‚ÉŠÖ‚·‚éˆêŒŸ“¢	‘å“à�@�@ˆê�C�¼“c�@—²�CŒã“¡�@—mŽO	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	21		1991	585-588	�´˜^
	Žå“S‹Ø’i—Ž‚µ‚ð—L‚·‚é’†‹ó‰~Œ`RC‹´‹r‚Ì�|”Šª—§‚Ä‚É‚æ‚é‘Ï�k•â‹­–@	�쓇�@ˆê•F�C‰^�ã�@–ÎŽ÷�C”Ñ“c�@Š°”V�CŽR“c�@ŽÀ	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	21		1991	621-624	�´˜^
	Šù�Ý‹¤“¯�a‚ɑ΂·‚é�|–î”Â’÷�Ø‚è‚É‚æ‚é‰t�󉻑Î�ô�H–@‚Ì�ÝŒv–@‚ɂ‚¢‚Ä	“¡ˆä�@�O‘¢�CŒÃ‰ê�@‘×”V�CŒÃŠÖ�@��ˆê�C�²”Œ�@Œõ�º�C�^“ç�@�i	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	21		1991	637-640	�´˜^
	“ñ•ûŒü“¯Žž“ü—Í‚É‚æ‚é‰t�󉻎ÀŒ±‚̃Vƒ~ƒ…ƒŒ�[ƒVƒ‡ƒ“‰ð�Í	“¡�ì�@’q�C•Ÿ•��@‹B–F�C‘å’Î�@–¾	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	22		1993	35-38	�´˜^
	‚r‚b‚o�H–@‚É‚æ‚é‰ü—Ç’n”Ղ̉t�󉻖hŽ~�ÝŒv‚ɂ‚¢‚Ä	�¼–{�@‰p•q�C�H‹g�@‘ì�C•û�@‰Î˜Q�CŸº“c�@–M•F	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	22		1993	59-62	�´˜^
	ƒGƒlƒ‹ƒM�[‚É‚æ‚é�\‘¢•¨‹y‚Ñ’n”Õ‚Ì’n�k‰×�d‚ƈÀ‘S�«‚Ì•]‰¿�[‰t�󉻖â‘è‚Ö‚Ì“K—p�[	ŒÜ�\—’�@�rˆê	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	22		1993	143-146	�´˜^
	•s�®Œ`’n”Õ‚É‚¨‚¯‚é’n�k‰ž“šƒXƒyƒNƒgƒ‹‚ÌŒŸ“¢	�í“c�@Œ«ˆê�C“c‘º�@Œhˆê�C‹àŽq�@�³—m�CŽR–{�@–¾•v	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	22		1993	231-234	�´˜^
	“ú•Ä‚Ì–î”ÂŽ®�\‘¢•¨‚Ì‘Ï�k�ÝŒv–@‚Ì”äŠr�E•]‰¿	ˆä�‡�@�i�CW.D.Liam Finn	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	22		1993	447-450	�´˜^
	’n”Õ‚Æ‚Ì“®“I‘ŠŒÝ�ì—p‚É‚¨‚¯‚é�YŠî‘b�\‘¢•¨‚Ì‘Ï�k�ÝŒv–@‚Ì�‡—�‰»	’|‹{�@�G˜a�C•ÐŽR�@‹gŽj	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	22		1993	455-458	�´˜^
	‘å�ã“ì�`ƒgƒ“ƒlƒ‹�_ŒpŽè‚Ì‘Ï�k�ÝŒv	ŽO‹´�@ˆè—Y�C�¬�ò�@“N–ç�C�´‹{�@—��C“c’†�@“w	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	22		1993	459-462	�´˜^
	‚Ђтí‚ê•”‚Ì�„�«‚ð�l—¶‚µ‚½ƒgƒ“ƒlƒ‹•¢�H‚Ì‘Ï�k�ÝŒv–@	“c’†�@“w�C‹k�@‹`‹K�C‘å’|�@�ÈŒá	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	22		1993	463-466	�´˜^
	‘åƒXƒpƒ“�\‘¢•¨‚Ì’n‰ºŠX‚Ì‘Ï�kŒø‰Ê‚ɂ‚¢‚Ä	�≺�@�Ž”V�C�ò�@”Žˆò�C‰Á”[�@�Gˆê�C�·Œû�@—m	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	22		1993	471-474	�´˜^
	‹´—À�[ŽÔ—¼‚̘A�¬Œø‰Ê‚ð�l—¶‚µ‚½�‚‰Ë‹´‚Ì‘Ï�kˆÀ‘S�«‚ÉŠÖ‚·‚錤‹†	“ì‘‘�@�~�C‹´–{�@—Ç”V�C‹T“c�@�O�s�C—F‰i�@‘¥—Y�C—é–Ø�@’¼�l	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	22		1993	503-506	�´˜^
	•Î�S‹È‚°‚ðŽó‚¯‚é‚q‚b‹´‹r‚Ì‘Ï�k�«‚É‹y‚Ú‚·�ډוûŽ®‚̉e‹¿	�쓇�@ˆê•F�C‰^�ã�@–ÎŽ÷�CŒü�@�G�’	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	22		1993	559-562	�´˜^
	‘åŒ^’n‰ºƒ^ƒ“ƒN‚̉ž“š•ÏˆÊ–@‚É‚¨‚¯‚é’n�k‰×�d	—§�Î�@�Í�CŽO�â�@�_�º�C’Óc�@�Ÿ—˜�C’r“à�@‹`•F	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	22		1993	639-642	�´˜^
	–h”gŒìŠÝ‚Ì‘Ï�k�«‚ÉŠÖ‚·‚錤‹†�i‚»‚Ì‚P�j�|–ÍŒ^ŽÀŒ±‚É‚æ‚é‘å’n�kŽž‹““®‚Ì”cˆ¬�|	“È–Ø�@‹Ï�C‹à’J�@Žç�C�H“¡�@�N“ñ�CŠâ�|�@�Æ�L�C“¡’J�@�¹�O	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	22		1993	671-674	�´˜^
	–h”gŒìŠÝ‚Ì‘Ï�k�«‚ÉŠÖ‚·‚錤‹†�i‚»‚Ì‚Q�j-”ñ�üŒ`‰ð�ÍŽè–@‚É‚æ‚é–ÍŒ^ŽÀŒ±‚Ì�”’lƒVƒ~ƒ…ƒŒ�[ƒVƒ‡ƒ“�|	‹à’J�@Žç�C“È–Ø�@‹Ï�C�H“¡�@�N“ñ�CŠâ�|�@�Æ�L�CˆÀ“c�@“o	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	22		1993	675-678	�´˜^
	‚½‚ß’r’ç‘Ì‚Ì‘Ï�k�«—vˆö‚Ì•]‰¿‚ÉŠÖ‚·‚éƒAƒ“ƒP�[ƒg’²�¸	‹gŠÛ�@–F˜Y�A–ìŠÔ�@�G–¾�A’†‘º�@�³”Ž�C�Ä“¡�@‰x˜Y�C’rŒ©�@‘ñ	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	22		1993	743-746	�´˜^
	ƒGƒŒƒx�[ƒ^�[‚Ì‘Ï�k‘Î�ô‚Æ’n�k”íŠQ	‰Á“¡�@�N�L�CŽR�è�@•¶—Y�C•ÐŽR�@�P—Y	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	22		1993	771-774	�´˜^
	Œ»�s�ÝŒv–@‚ÉŠî‚­–Æ�k�ÝŒv‚Ì”äŠrŒŸ“¢‚ÉŠÖ‚·‚錤‹†	�ã�‚Œ´�@�³�O�C’––ì�@Œ’Œá�CŒI—Ñ�@‰hˆê	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	22		1993	779-782	�´˜^
	–Æ�kŽx�³‚É‚æ‚é‚q‚b‹´‹r‚Ì‘Ï�k•â‹­‚ÉŠÖ‚·‚éƒTƒuƒXƒgƒ‰ƒNƒ`ƒƒ�[ƒnƒCƒuƒŠƒbƒhŽÀŒ±	ˆÉ’Öì�@˜a�s�CWilliam Tanzo�C‰Æ‘º�@�_˜a�CŽR“c�@‘Pˆê	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	22		1993	803-806	�´˜^
	2•ûŒü’n�k“ü—Í‚ðŽó‚¯‚é‚s‚k‚c•t‚«�\‘¢•¨‚Ì�§�U“Á�«	�¬’Ø�@�´�^�C�¬•x�@�Ÿ�C�‚�¼�@�Æ•F�C‘½“c�@�_	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	22		1993	839-842	�´˜^
	‹´‹r‚Ì‘Ï�k�ÝŒv‚ÉŠÖ‚·‚éŠî‘b“IŒ¤‹†	Œã“¡�@�®’j�C‹à‘½�@Œ‰	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	3		1959	31-32	�´˜^
	“îŽã’n”Õ‚É‚¨‚¯‚é‹´—ÀŠî‘b‚Ì‘Ï�k�«‚ÉŠÖ‚·‚é2�C3‚ÌŽÀŒ±“IŒ¤‹†	“cŒ´�@•Û“ñ�C�‚“c�@�F�M�C•Ÿ‰ª�@�³–¤	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	3		1959	33-34	�´˜^
	‹´Ž²•ûŒü‚Ì’n�k‚ɑ΂·‚é’Ý‹´‚Ì‘Ï�k�«	‹v•Û�@ŒcŽO˜Y	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	3		1959	35-36	�´˜^
	’·‘å‚‚苴‚Ì‘Ï�k�«‚ÉŠÖ‚·‚錤‹†	�¬�¼�@ˆê˜Y�CŽR“c�@‘Pˆê�C”’�Î�@�¬�l	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	3		1959	37-38	�´˜^
	’Ý‹´‚̉¡•ûŒü‘Ï�k�«‚ɂ‚¢‚Ä	•½ˆä�@“Ö�CˆÉ“¡�@Šw�C�¬“c�@�M”V	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	3		1959	39-40	�´˜^
	’n�k‰×�d‚ð‘Î�Û‚Æ‚µ‚½ƒRƒ“ƒNƒŠ�[ƒg‚Ì“®“Iˆ³�k•ÏŒ`â�‚É”j‰ó	”¨–ì�@�³	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	3		1959	65-66	�´˜^
	ƒA�[ƒXƒ_ƒ€‘Ï�k�ÝŒv‚ɂ‚¢‚Ă̈ê�lŽ@	“ì�@ŒM	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	3		1959	67-68	�´˜^
	’·‘å‚‚苴‚Ì‘Ï�k�«‚ÉŠÖ‚·‚錤‹†	�¬�¼�@ˆê˜Y	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	4		1960	15-20	�´˜^
	�\‘¢•¨‘Ï�k�ÝŒv•û–@‚ÌŒ¤‹†ˆÏˆõ‰ï•ñ��	‹v•Û�@ŒcŽO˜Y	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	4		1960	27-30	�´˜^
	EARTHQUAKE-RESISTANT DESIGN FOR CIVIL ENGINEERING STRUCTURES EARTH-STRUCTURES AND FOUNDATIONS IN JAPAN		’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	4		1960	37-66	�´˜^
	�‘“SˆË‘õ�\‘¢•¨‘Ï�k�ÝŒv•û–@‚ÌŒ¤‹†ˆÏˆõ‰ï•ñ��	‹v•Û�@ŒcŽO˜Y	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	5		1961	19-20	�´˜^
	ƒ_ƒ“ƒp•ûŽ®‚É‚æ‚é‘Ï�k�\‘¢	�ã‘O�@�s�F	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	5		1961	21-22	�´˜^
	Œö’c�\‘¢‚Ì‘Ï�k‚Ì�l‚¦•û	‹{�è�@�º“ñ�C‘å‹v•Û�@�¡“ñ	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	5		1961	23-25	�´˜^
	ŽÎŠî‘b�Y�ã’P‹r�\‘¢‚Ì‘Ï�k�«‚ÉŠÖ‚·‚é–ÍŒ^ŽÀŒ±‚ɂ‚¢‚Ä	Œã“¡�@�®’j�C“n•”�@‘ì˜Y	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	5		1961	29-30	�´˜^
	‹´‹r‹ë‘Ì‚Ì‹ÉŒÀ�ÝŒv“I‘Ï�kŒvŽZ–@‚ɂ‚¢‚Ä	Œã“¡�@�®’j�C�‚ŽR�@Œ“Žõ	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	5		1961	31-32	�´˜^
	‚‚苴‚̌ŗLŽüŠú‚Æ‘Ï�k�ÝŒv–@‚ɂ‚¢‚Ä	�¬�¼�@ˆê˜Y�CŽR“c�@‘Pˆê	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	6		1963	31-32	�´˜^
	‘Ï�k�\‘¢�ÝŒvŒ¤‹†ˆÏˆõ‰ï•ñ��	‹v•Û�@ŒcŽO˜Y	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	6		1963	39-41	�´˜^
	‘Ï�k�ÝŒv—p‚Ì’n�k”gŒ`‚ÉŠÖ‚·‚éˆê�lŽ@	‹àˆä�@�´	’n�k�HŠwŒ¤‹†”­•\‰ï�u‰‰ŠT—v	9		1967	67-70	�´˜^
	EARTHQUAKE-RESISTANT DESIGN OF HIGH-RISE BUILDINGS IN JAPAN			12		1973	13-26	�´˜^
	DESIGN AND CONSTRUCTION OF TUE AKASHL KAIKYO BRIDGE			29		1990	45-60	�´˜^
	RESPONSE OF REINFORCED CONCRETE COLUMNS SUBJECTED TO EARTHQUAKE FORCES WITH RELATION TO THE EVALUATION IN SEISMIC DESIGN	Shoji IKEDA,Takahiro YAMAGUCHI,Tetsushi UZAWA	CONCRETE LIBRARY INTERNATIONAL	18		1991	223-236	�´˜^
	STUDY OF EARTHQUAKE-RESISTANT DESIGN ON THE BRIDGE SUPPORT OF RAILWAY CONCRETE GIRDER BRIDGES	Fujio MACHIDA	CONCRETE LIBRARY INTERNATIONAL	2		1984	149-172	�´˜^
	EXPERIMENTAL STUDIES ON SEISMIC DESIGN OF A PIER WITH REINFORCEMENT TERMINATED HALFWAY IN A TENSION ZONE	Tsuyoshi YAMAMOTO, Tadayoshi ISHIBASHI, Masayuki OTSUBO, Shinji KOBAYASHI	CONCRETE LIBRARY INTERNATIONAL	5		1985	105-120	�´˜^
	SYNTHESIZING DESIGN GROUND MOTIONS FROM MICROEARTHQUAKE RECORDS	Kenzo TOKI, Tadanobu SATO, Junji KIYONO	STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING	2-2		1985	177-187	�´˜^
	OPTIMUM DISTRIBUTION OF INPUT ENERGY AND STIFFNESS IN EARTHQUAKE RESISTANT DESIGN FOR SHEAR MULTI-MASS SYSTEMS	Tomonori OHNO, Takashi NISHIOKA	STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING	3-1		1986	103-113	�´˜^
	THE RESPONSE OF MASS-ON-ROUGH-PLANE MODEL DUE TO EARTHQUAKES	Shunichi IGARASHI, Motohiko HAKUNO	STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING	4-1		1987	223-233	�´˜^
	COMPARISON OF SIMULATED SEISMIC WAVE WITH SEISMIC WAVE CHARACTERISTICS FOR DESIGN USING GENERAL-USE FAULT MODEL	Takahisa ENOMOTO,Takahiro KUNII	STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING	8-1		1991	39-48	�´˜^
	OPTIMUM ASEISMIC DESIGN OF TOWER AND PIER SYSTEMS OF LONG SPAN SUSPENSION BRIDGES	Yoshikazu YAMADA, Kohei FURUKAWA	TRANSACTIONS OF THE JAPAN SOCIETY OF CIVIL ENGINEERS	11		1979	7-9	�´˜^
	FUNDAMENTAL STUDY ON EARTHQUAKE RESISTANT DESIGN OF FILL-TYPE DAMS	Yoshio OHNE, Hidehiro TATEBE, Kunitomo NARITA, Tetsuo OKUMURA	TRANSACTIONS OF THE JAPAN SOCIETY OF CIVIL ENGINEERS	15		1983	396-397	�´˜^
	SEISMIC ANALYSIS AND DESIGN OF MULTI-SPAN CONTINUOUS HIGH-PIER BRIDGES WITH EMPHASIS ON SOIL-STRUCTURE INTERACTION	Hirokazu TAKEMIYA	TRANSACTIONS OF THE JAPAN SOCIETY OF CIVIL ENGINEERS	15		1983	553-556	�´˜^
	ON EARTHQUAKE RESPONSE AND RESISTANT DESIGN OF LONG SPAN CANTILEVER TRUSS BRIDGE	Matsuji SASADO, Tadao MATSUMOTO, Susumu EMI, Masahiro KOIKE	TRANSACTIONS OF THE JAPAN SOCIETY OF CIVIL ENGINEERS	5		1973	14-15	�´˜^
	ANALYSIS OF THE WORST PSEUDO EARTHQUAKE IN ASEISMIC DESIGN	Masaru HOSHIYA, Kaname YAHAGI, Takeaki TOMOSAWA, Kiyoshi ISHII	TRANSACTIONS OF THE JAPAN SOCIETY OF CIVIL ENGINEERS	6		1974	46-47	�´˜^
	FUNDAMENTAL STUDY ON THE EARTHQUAKE RESISTANT DESIGN FOR CAISSON FOUNDATIONS OF BRIDGES	Koichi TAMURA	TRANSACTIONS OF THE JAPAN SOCIETY OF CIVIL ENGINEERS	8		1976	263-266	�´˜^