Bending Capacity of Steel-Concrete-Steel Composite Structures Considering Local Buckling and Casting Imperfection-Reference-Cited by-同舟云学术

Bending Capacity of Steel-Concrete-Steel Composite Structures Considering Local Buckling and Casting Imperfection

Published:2019-10 Issue:10 Volume:145 Page:04019102
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Guo Yu-Tao¹,Nie Xin²,Tao Mu-Xuan³^ORCID,Qiu Sheng-Yuan¹,Tang Liang⁴,Fan Jian-Sheng⁵

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

2. Postdoctoral Scholar, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author).

3. Associate Professor, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China. ORCID: .

4. Professor Senior Engineer, Highway Bridges National Engineering Research Centre, CCCC Highway Consultants Co., Ltd., Beijing 100088, China.

5. Professor, Beijing Engineering Research Center of Steel and Concrete Composite Structures, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, 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.0002385

Reference24 articles.

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2. An innovative steel-concrete construction system;Bowerman H.;Struct. Eng.,2002

3. Experimental and Theoretical Studies on the Shear Resistance of Steel–Concrete–Steel Composite Structures with Bidirectional Steel Webs

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