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Engineering Structures - v. 25, n. 5 (avril 2003)

Publié:	avril 2003

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Uetani, K. / Tsuji, M. / Takewaki, I.	Application of an optimum design method to practical building frames with viscous dampers and hysteretic dampers	579-592
Liu, D. / Nakashima, M. / Kanao, I.	Behavior to complete failure of steel beams subjected to cyclic loading	525-535
Kuwamura, H.	Classification of material and welding in fracture consideration of seismic steel frames	547-563
Ruangrassamee, A. / Kawashima, K.	Control of nonlinear bridge response with pounding effect by variable dampers	593-606
Nakajima, A. / Saiki, I. / Kokai, M. / Doi, K. / Takabayashi, Y. / Ooe, H.	Cyclic shear force–slip behavior of studs under alternating and pulsating load condition	537-545
Ricles, James M. / Mao, Changshi / Lu, Le-Wu / Fisher, John W.	Ductile details for welded unreinforced moment connections subject to inelastic cyclic loading	667-680
	In Memoriam: Dr. Egor P. Popov	519
Sabelli, R. / Mahin, S. / Chang, C.	Seismic demands on steel braced frame buildings with buckling-restrained braces	655-666
Krawinkler, H. / Medina, R. / Alavi, B.	Seismic drift and ductility demands and their dependence on ground motions	637-653
Kawano, A. / Sakino, K.	Seismic resistance of CFT trusses	607-619
Kitada, Toshiyuki / Matsumura, Masahide / Otoguro, Yukitoshi	Seismic retrofitting techniques using an energy absorption segment for steel bridge piers	621-635
Stojadinović, B.	Stability and low-cycle fatigue limits of moment connection rotation capacity	691-700
Parra-Montesinos, G. J. / Liang, X. / Wight, J. K.	Towards deformation-based capacity design of RCS beam–column connections	681-690
Itoh, Y. / Kitagawa, T.	Using CO2 emission quantities in bridge lifecycle analysis	565-577

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IssueID
17378
Publié(e) le:
01.12.2018
Modifié(e) le:
01.12.2018

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