Nonlinear Finite-Element Analysis of the Seismic Behavior of RC Column–Steel Beam Connections with Shear Failure Mode-Reference-Cited by-同舟云学术

Nonlinear Finite-Element Analysis of the Seismic Behavior of RC Column–Steel Beam Connections with Shear Failure Mode

Author:

Tao Yuchen¹,Zhao Weijian²,Shu Jiangpeng³,Yang Yuanzhang⁴

Affiliation:

1. Ph.D. Student, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China.

2. Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China (corresponding author).

3. Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China.

4. Postdoctoral Researcher, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference21 articles.

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