Behavior of CFST Column to Concrete-Filled U-Shaped Steel Beam Joints with Slabs under Cyclic Loading-Reference-Cited by-同舟云学术

Behavior of CFST Column to Concrete-Filled U-Shaped Steel Beam Joints with Slabs under Cyclic Loading

Published:2022-03 Issue:3 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Gan Dan¹^ORCID,Yan Feng²,Yang Zhiqiang³,Zhou Zheng⁴^ORCID,Cheng Rui⁵

Affiliation:

1. Associate Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China; College of Water and Architectural Engineering, Shihezi Univ., Shihezi 832003, China. ORCID: .

2. Structural Engineer, Dept. of Structural Design, Chongqing Jizhunfangzhong Architectural Design Co., Ltd., Chongqing 401120, China.

3. Master’s Student, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

4. Postdoctoral Fellow, Key Laboratory of New Technology for Construction of Cities in Mountain Area, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China (corresponding author). ORCID: .

5. Associate Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400045, 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

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003280

Reference31 articles.

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2. Experimental study on mechanical performance of checkered steel-encased concrete composite beam

3. Chopra, A. K. 2011. Dynamics of structures. 4th ed. Upper Saddle River, NJ: Prentice Hall.

4. Elastoplastic Behavior of Panel Zone in Steel Beam-to-Concrete Filled Steel Tube Column Moment Connections

5. Impulsive seismic response of bridge column-cap beam joints;Gibson N.;ACI Struct. J.,2002

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