Experimental Study of the Steel-Concrete Connection in Hybrid Cable-Stayed Bridges-Reference-Cited by-同舟云学术

Experimental Study of the Steel-Concrete Connection in Hybrid Cable-Stayed Bridges

Published:2014-06 Issue:3 Volume:28 Page:559-570
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

He Jun¹,Liu Yuqing²,Pei Bingzhi³

Affiliation:

1. Associate Professor, School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, Hunan 410004, China; formerly, Ph.D. Candidate, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

2. Professor, Dept. of Bridge Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China (corresponding author).

3. Principal Engineer, Communication Planning and Design Institute of Hubei Province, Wuhan 430051, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000444

Reference16 articles.

1. Shear resistance of the perfobond-rib shear connector depending on concrete strength and rib arrangement

2. Kiso river bridge design and erection;Eiichi T.;Kawada Tech. Rep.,2002

3. He J. (2011). “Mechanical performance and design method of composite bridge with corrugated steel webs.” Ph.D. dissertation Tongji Univ. Shanghai China (in Chinese).

Cited by 64 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Mechanical behaviour of steel–concrete joints in railway rigid frame-continuous composite system bridge;Journal of Constructional Steel Research;2024-11

2. Cyclic inelastic performance evaluation of locking bolt demountable shear connectors in steel-concrete composite structures;Engineering Structures;2024-11

3. Research on the compression-bending behavior of concrete-filled double-steel-plate composite bridge towers;Journal of Constructional Steel Research;2024-10

4. An experimental and numerical study for local behaviour of steel-concrete composite structures with novel long-nut shear connectors;Structures;2024-09

5. Combined tensile and shear behavior of perfobond connectors embedded in UHPC with a new orthotropic rubber ring;Journal of Constructional Steel Research;2024-08