Cyclic Behavior of Very Short Steel Shear Links-Reference-Cited by-同舟云学术

Cyclic Behavior of Very Short Steel Shear Links

Published:2016-02 Issue:2 Volume:142 Page:04015114
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ji Xiaodong¹,Wang Yandong²,Ma Qifeng²,Okazaki Taichiro³

Affiliation:

1. Associate Professor, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author).

2. Graduate Student, Dept. of Civil Engineering, Tsinghua Tsinghua Univ., Beijing 100084, China.

3. Associate Professor, Graduate School of Engineering, Hokkaido Tsinghua Univ., Sapporo, Hokkaido 060-8628, Japan.

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.0001375

Reference29 articles.

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

3. Ductile Web Fracture Initiation in Steel Shear Links

4. Viscoelastic coupling dampers (VCDs) for enhanced wind and seismic performance of high-rise buildings

5. Seismic performance of friction dampers using flexure of rc shear wall system

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