Effect of Modeling Assumptions on the Earthquake-Induced Losses and Collapse Risk of Steel-Frame Buildings with Special Concentrically Braced Frames-Reference-Cited by-同舟云学术

Effect of Modeling Assumptions on the Earthquake-Induced Losses and Collapse Risk of Steel-Frame Buildings with Special Concentrically Braced Frames

Published:2017-09 Issue:9 Volume:143 Page:04017116
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Hwang Seong-Hoon¹,Lignos Dimitrios G.²

Affiliation:

1. Graduate Student, Dept. of Architecture, Civil and Environmental Engineering, Swiss Federal Institute of Technology, Ecole Polytechnique Federale de Lausanne, EPFL ENAC IIC RESSLab, CH-1015 Lausanne, Switzerland; Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Montreal, QC, Canada H3A 2K6.,

2. Associate Professor, Dept. of Architecture, Civil and Environmental Engineering, Swiss Federal Institute of Technology, Ecole Polytechnique Federale de Lausanne, EPFL ENAC IIC RESSLab, CH-1015 Lausanne, Switzerland (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001851

Reference55 articles.

1. FRAGILITY ASSESSMENT OF SLAB-COLUMN CONNECTIONS IN EXISTING NON-DUCTILE REINFORCED CONCRETE BUILDINGS

2. Seismic loss estimation of non-ductile reinforced concrete buildings

3. Borzouie J. MacRae G. A. Chase J. G. and Clifton G. C. (2014). “Experimental studies on cyclic behaviour of steel base plate connections considering anchor bolts post tensioning.” Proc. 2014 New Zealand Society for Earthquake Engineering Annual Conf. New Zealand Society for Earthquake Engineering Wellington New Zealand.

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