Cyclic Behavior of Replaceable Steel Coupling Beams-Reference-Cited by-同舟云学术

Cyclic Behavior of Replaceable Steel Coupling Beams

Published:2017-02 Issue:2 Volume:143 Page:04016169
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ji Xiaodong¹,Wang Yandong²,Ma Qifeng³,Okazaki Taichiro⁴

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, Beijing Engineering Research Center of Steel and Concrete Composite Structures, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

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

4. Professor, Graduate School of Engineering, Hokkaido 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.0001661

Reference27 articles.

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

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

3. ASCE. (2010). “Minimum design loads for buildings and other structures.” ANSI/ASCE 7-10 Reston VA.

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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