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The Structural Design of Tall and Special Buildings - v. 20, n. 8 (novembre 2011)

Publié:	novembre 2011

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Marano, Giuseppe Carlo / Monti, Giorgio / Quaranta, Giuseppe	Comparison of different optimum criteria for sensor placement in lattice towers	1048-1056
Khoshnoudian, Faramarz / Azad, Ali Imani	Effect of two horizontal components of earthquake on nonlinear response of torsionally coupled base isolated structures	986-1018
Mehrparvar, Behnam / Khoshnoudian, Faramarz	Efficiency of active systems in controlling base-isolated buildings subjected to near-fault earthquakes	1019-1034
Rahai, Ali Reza / Saberi, Mohammad Reza	Experimental and numerical investigation of damaged concrete beams strengthened with FRP composed of different fibres and resins	972-985
Li, Q. S. / Zou, X. K. / Wu, J. R. / Wang, Q.	Integrated wind-induced response analysis and design optimization of tall steel buildings using Micro-GA	951-971
Esmaili, Omid / Epackachi, Siamak / Mirghaderi, Rasoul / Behbahani, Ali Asghar Taheri / Vahdani, Shahram	Rehabilitation of a high-rise coupled shear wall system in a 56-storey residential reinforced concrete building (Tehran Tower), based on nonlinear dynamic time-history analyses	1035-1047
Georgoussis, George K.	Simplified dynamic analysis of eccentric buildings with a setback. 1: the effect of mass irregularity	911-927
Liu, Tingting / Zhang, Wenshou / Yue, Qianjin	A study on vortex-induced vibration of supertall buildings in acrosswind	902-910
Hosseini, Mahmood / Soroor, Amirhossein	Using orthogonal pairs of rollers on concave beds (OPRCB) as a base isolation system-part I: analytical, experimental and numerical studies of OPRCB isolators	928-950

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IssueID
12173
Publié(e) le:
19.10.2018
Modifié(e) le:
01.07.2019

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