Experimental Study on Seismic Performance of External Socket Precast Bridge Pier–Footing Connections for Rapid Postearthquake Replacement-Reference-Cited by-同舟云学术

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Experimental Study on Seismic Performance of External Socket Precast Bridge Pier–Footing Connections for Rapid Postearthquake Replacement

Published:2024-05 Issue:5 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Chen Liang¹,Zhang Yingao²,Zuo Rui²,Yang Dahai³,Xiang Nailiang⁴^ORCID

Affiliation:

1. Associate Professor, College of Civil Engineering, Hefei Univ. of Technology, Hefei 230009, China.

2. Graduate Student, College of Civil Engineering, Hefei Univ. of Technology, Hefei 230009, China.

3. Engineer, Anhui Transport Consulting & Design Institute Co., Ltd., Hefei, Anhui 230009, China.

4. Professor, College of Civil Engineering, Hefei Univ. of Technology, Hefei 230009, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6262

Reference21 articles.

1. AASHTO. 2011. AASHTO guide specification for LRFD seismic bridge design. 2nd ed. Washington, DC: AASHTO.

2. Analysing the base of precast column in socket foundations with smooth interfaces

3. Experimental and numerical study on shear behavior of shear pockets between ultra-high-performance and normal concrete for precast girder bridges

4. Shear performance of ultra-high performance concrete multi-keyed epoxy joints in precast segmental bridges

5. Performance characterization and design recommendations of socket connections for precast columns

Cited by 1 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. Comparative Study on the Seismic Vulnerability of Continuous Bridges with Steel–Concrete Composite Girder and Reinforced Concrete Girder;Buildings;2024-06-12

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