Seismic Performance Evaluation of Long-Span Conventional Moment Frames and Buckling-Restrained Knee-Braced Truss Moment Frames-Reference-Cited by-同舟云学术

Seismic Performance Evaluation of Long-Span Conventional Moment Frames and Buckling-Restrained Knee-Braced Truss Moment Frames

Published:2016-01 Issue:1 Volume:142 Page:04015081
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yang T. Y.¹,Li Yuanjie²,Goel Subhash C.³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, Canada V6T 1Z4 (corresponding author).

2. Research Assistant, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, Canada V6T 1Z4.

3. Emeritus Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109-2125.

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.0001333

Reference19 articles.

1. ASCE. (2010). “Minimum design loads for buildings and other structures.” SEI/ASCE 7–10 Reston VA.

2. ATC (Applied Technology Council). (2008). “Development of next-generation performance-based seismic design procedures for new and existing buildings.” 〈https://www.atcouncil.org/projects-sp-1235934887/project-atc58〉 (Oct. 9 2013).

3. A Seismic Design Lateral Force Distribution Based on Inelastic State of Structures

4. Review of steel buckling-restrained braces

5. Frandsen S. L. (2013). “UDOT construction cost indices.” Dept. of Transportation 〈https://www.udot.utah.gov/main/uconowner.gf?n=8428710288600675〉 (Sep. 1 2014).

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