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The Structural Design of Tall and Special Buildings - v. 19, n. 1-2 (2010)

Publié:	2010

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Zareian, Farzin / Krawinkler, Helmut / Ibarra, Luis / Lignos, Dimitrios	Basic concepts and performance measures in prediction of collapse of buildings under earthquake ground motions	167-181
Dutta, Anindya / Hamburger, Ronald O.	Case study of a 40-storey buckling-restrained braced frame building located in Los Angeles	77-93
Carpenter, Lauren / Mehrain, Michael / Hart, Gary C.	Conversation with a master: Brian L. Cochran	5-18
Lew, Marshall / Carpenter, Lauren / Mehrain, Michael / Cochran, Brian / Hart, Gary C.	Conversation with a master: LeRoy Crandall	19-42
Fry, J. Andrew / Hooper, John D. / Klemencic, Ron	Core wall case study design for Pacific Earthquake Engineering Research/California Seismic Safety Commission	61-75
Nastar, Navid / Anderson, James C. / Brandow, Gregg E. / Nigbor, Robert L.	Effects of low-cycle fatigue on a 10-storey steel building	95-113
Ghodsi, Tony / Ruiz, Jose A. Flores	Pacific earthquake engineering research/seismic safety commission tall building design case study 2	197-256
Goel, Subhash C. / Liao, Wen-Cheng / Reza Bayat, M. / Chao, Shih-Ho	Performance-based plastic design (PBPD) method for earthquake-resistant structures: an overview	115-137
Lew, Marshall	The relationship of ground motion hazard to the design of tall buildings	43-60
Jones, Pierson / Zareian, Farzin	Relative safety of high-rise and low-rise steel moment-resisting frames in Los Angeles	183-196
Youssef, Nabih / Wilkerson, Ryan / Fischer, Kurt / Tunick, Daniel	Seismic performance of a 55-storey steel plate shear wall	139-165

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IssueID
12133
Publié(e) le:
19.10.2018
Modifié(e) le:
01.07.2019

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