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Earthquake Engineering and Structural Dynamics - v. 42, n. 5 (avril 2013)

Publié:	avril 2013

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Loh, Chin-Hsiung / Li, Jung-Huan / Chao, Shu-Hsien	Application of singular spectrum analysis to identify the degrading structure using deteriorating distributed element model	743-761
Lu, Xiao / Lu, Xinzheng / Guan, Hong / Ye, Lieping	Collapse simulation of reinforced concrete high-rise building induced by extreme earthquakes	705-723
Shrestha, Kshitij C. / Araki, Yoshikazu / Nagae, Takuya / Omori, Toshihiro / Sutou, Yuji / Kainuma, Ryosuke / Ishida, Kiyohito	Effectiveness of superelastic bars for seismic rehabilitation of clay-unit masonry walls	725-741
Carrillo, Julian / Alcocer, Sergio M.	Experimental investigation on dynamic and quasi-static behavior of low-rise reinforced concrete walls	635-652
Hsu, Ting-Yu / Loh, Chin-Hsiung	A frequency response function change method for damage localization and quantification in a shear building under ground excitation	653-668
Chae, Yunbyeong / Ricles, James M. / Sause, Richard	Modeling of a large-scale magneto-rheological damper for seismic hazard mitigation. Part I: Passive mode	669-685
Chae, Yunbyeong / Ricles, James M. / Sause, Richard	Modeling of a large-scale magneto-rheological damper for seismic hazard mitigation. Part II: Semi-active mode	687-703
Ozcelik, Ramazan / Binici, Baris / Kurc, Ozgur	Pseudo dynamic test of a deficient reinforced concrete frame upgraded with internal steel frames	763-778
Kang, Jae-Do / Tagawa, Hiroshi	Seismic response of steel structures with seesaw systems using viscoelastic dampers	779-794

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IssueID
14746
Publié(e) le:
07.12.2018
Modifié(e) le:
28.07.2019

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