Seismic performance of a reinforced concrete frame equipped with a double-stage yield buckling restrained brace-Reference-Cited by-同舟云学术

Seismic performance of a reinforced concrete frame equipped with a double-stage yield buckling restrained brace

Published:2016-11-02 Issue:4 Volume:26 Page:e1335
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct Design Tall Spec Build

Author:

Pan Peng¹,Li Wei²,Nie Xin³,Deng Kailai²,Sun Jiangbo³

Affiliation:

1. Beijing Engineering Research Center of Steel and Concrete Composite Structures; Tsinghua University; Beijing China

2. Department of Civil Engineering; Tsinghua University; Beijing China

3. Key Laboratory of Civil Engineering Safety and Durability of the China Education Ministry, Department of Civil Engineering; Tsinghua University; Beijing China

Funder

National Natural Science Foundation of China

National Key Basic Research Program of China (Program 973)

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference20 articles.

1. State of the art of buckling-restrained braces in Asia

2. Component Testing, Seismic Evaluation and Characterization of Buckling-Restrained Braces

3. Low-Cycle Fatigue Tests of a Type of Buckling Restrained Braces

4. Design method and behavior factor for steel frames with buckling restrained braces

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