Analysis and Design of Two-Tiered Steel Braced Frames under In-Plane Seismic Demand-Reference-Cited by-同舟云学术

Analysis and Design of Two-Tiered Steel Braced Frames under In-Plane Seismic Demand

Published:2016-11 Issue:11 Volume:142 Page:04016115
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Imanpour Ali¹,Tremblay Robert²,Fahnestock Larry A.³,Stoakes Christopher⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Geological, and Mining Engineering, Polytechnique Montreal, Montreal, QC, Canada H3C 3A7.

2. Professor, Dept. of Civil, Geological and Mining Engineering, Polytechnique Montreal, Montreal, QC, Canada H3C 3A7 (corresponding author).

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 North Mathews Ave., Urbana, IL 61801.

4. Research Scientist, Dept. of Civil and Environmental Engineering, Univ. of Iowa, 4105 Seamans Center for the Engineering Arts and Sciences, 103 South Capitol St., Iowa City, IA 52242.

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.0001568

Reference42 articles.

1. Modelling of the seismic response of concentrically braced steel frames using the OpenSees analysis environment;Aguero A.;Int. J. Adv. Steel Constr.,2006

2. AISC. (2010a). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-10 Chicago.

3. AISC. (2010b). “Specifications for structural steel buildings.” ANSI/AISC 360-10 Chicago.

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