Damage Control of Composite Steel Beams Using Flexible Gel-Covered Studs-Reference-Cited by-同舟云学术

Damage Control of Composite Steel Beams Using Flexible Gel-Covered Studs

Published:2020-03 Issue:3 Volume:146 Page:04019216
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Deng Kailai¹,Zeng Xianzhi²,Kurata Masahiro³^ORCID,Zhao Canhui⁴,Onishi Kako⁵

Affiliation:

1. Associate Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu 610031, China; Research Fellow, Key Laboratory of High-Speed Railway Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, China (corresponding author).

2. Ph.D. Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

3. Associate Professor, Disaster Prevention Research Institute, Kyoto Univ., Kyoto 6110011, Japan. ORCID:

4. Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

5. Master Student, Disaster Prevention Research Institute, Kyoto Univ., Kyoto 6110011, 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.0002534

Reference24 articles.

1. Numerical assessment of slab-interaction effects on the behaviour of steel-concrete composite joints

2. Non-linear analysis of steel–concrete composite frames with full and partial shear connection subjected to seismic loads

3. Analysis of composite beams with partial shear interactions using a higher order beam theory

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