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The Structural Design of Tall and Special Buildings - v. 20, n. 2 (octobre 2011)

Publié:	octobre 2011

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Li, Bing / Pan, Tso-Chien / Nair, Anand	A case study of the structural responses of a tall building in Singapore subjected to close-in detonations	223-246
Al-Ansari, Mohammed / Senouci, Ahmed	Drift optimization of high-rise buildings in earthquake zones	208-222
Li, Chunxiang / Han, Bingkang	Effect of dominant ground frequency and soil on multiple tuned mass dampers	151-163
Swensen, Scott / Wong, Kevin	Evaluation of peak structural responses based on consistent elastic and inelastic design spectra	164-176
Havaei, Gh. Reza / Keramati, Abolghassem	Experimental and numerical evaluation of the strength and ductility of regular and cross spirally circular reinforced concrete columns for tall buildings under eccentric loading	247-256
Park, Tae Won / Na, Ung Jin / Chung, Lan	Experimental study for seismic retrofit of non-seismic designed reinforced concrete structures	271-289
Asgarian, Behrouz / Jalaeefar, Ali	Incremental dynamic analysis of steel braced frames designed based on the first, second and third editions of the Iranian seismic code (standard no. 2800)	190-207
Halabian, A. M. / Torki, M.	Numerical studies on the application of tuned liquid dampers with screens to control seismic response of structures	121-150
Kim, Jinkoo / Lee, Youngho / Choi, Hyunhoon	Progressive collapse resisting capacity of braced frames	257-270
Yahyai, Mahmoud / Daryan, Amir Saedi / Ziaei, Masoud / Mirtaheri, Seyed Masoud	Wind effect on Milad Tower using computational fluid dynamics	177-189

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IssueID
12184
Publié(e) le:
19.10.2018
Modifié(e) le:
01.07.2019

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