Experimental and Numerical Analysis of Steel-Block Shear Connectors in Assembled Monolithic Steel–Concrete Composite Beams-Reference-Cited by-同舟云学术

Experimental and Numerical Analysis of Steel-Block Shear Connectors in Assembled Monolithic Steel–Concrete Composite Beams

Published:2019-05 Issue:5 Volume:24 Page:04019024
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wang Yu-Hang¹,Yu Jie²,Liu Jiepeng³,Chen Y. Frank⁴

Affiliation:

1. Professor of Composite Structure, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

2. Ph.D. Student, Key Laboratory of New Technology for Construction of Cities in Mountain Area (Chongqing Univ.), Ministry of Education, Chongqing 400045, China.

3. Professor of Composite Structure, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China (corresponding author).

4. Professor of Bridge Engineering, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001384

Reference21 articles.

1. An experimental study on channel type shear connectors

2. Experimental evaluation of the structural response of Perfobond shear connectors

3. LOAD-DISPLACEMENT RELATIONSHIP OF PLATE SHAPE SHEAR CONNECTOR IN STEEL-CONCRETE COMPOSITE STRUCTURES

4. 08.42: Composite behaviour of headed stud shear connectors with BubbleDeck flooring

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