Cyclic Behavior of Precast Double-Column Bridge Bents with Lap Splice Connections by UHPC-Reference-Cited by-同舟云学术

Cyclic Behavior of Precast Double-Column Bridge Bents with Lap Splice Connections by UHPC

Published:2023-07 Issue:7 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Gao Jianfeng¹^ORCID,Xiang Nailiang²,Li Jianzhong³,Xu Wenjing⁴

Affiliation:

1. Dr.Eng. Candidate, State Key Lab for Disaster Reduction in Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China. ORCID: .

2. Professor, College of Civil Engineering, Hefei Univ. of Technology, 193 Yunxi Rd., Hefei 230009, China.

3. Professor, State Key Lab for Disaster Reduction in Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China (corresponding author).

4. Lecturer, School of Digital Construction, Shanghai Urban Construction Vocational College, Shanghai 200438, China; Ph.D. Graduate Student, State Key Lab for Disaster Reduction in Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6041

Reference32 articles.

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2. Performance characterization and design recommendations of socket connections for precast columns;Cheng Z.;Eng. Struct.,2021

3. Localization issues in force-based frame elements;Coleman J.;J. Struct. Eng.,2001

4. Tension lap splices strengthened with Ultrahigh-Performance Fiber-Reinforced Concrete;Dagenais M.-A.;J. Mater. Civ. Eng.,2015

5. Cyclic behavior of lap splices strengthened with Ultrahigh Performance Fiber-Reinforced Concrete;Dagenais M.-A.;J. Struct. Eng.,2017

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