Seismic Performance of Precast Bridge Columns with Socket and Pocket Connections Based on Quasi-Static Cyclic Tests: Experimental and Numerical Study-Reference-Cited by-同舟云学术

Seismic Performance of Precast Bridge Columns with Socket and Pocket Connections Based on Quasi-Static Cyclic Tests: Experimental and Numerical Study

Published:2019-11 Issue:11 Volume:24 Page:04019105
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wang Zhiqiang¹,Li Tiantian²,Qu Hongya³^ORCID,Wei Hongyi⁴,Li Yongbo⁵

Affiliation:

1. Associate Professor, Dept. of Bridge Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

2. Ph.D. Candidate, Dept. of Civil, Architectural and Environmental Engineering, Missouri Univ. of Science and Technology, 1401 N Pine St., Rolla, MO 65409.

3. Assistant Professor, Dept. of Bridge Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China (corresponding author). ORCID: .

4. Professor, Dept. of Bridge Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

5. Engineer, R & D Center for Highway Maintenance of Liaoning Traffic Planning and Design Company, Ltd., 1 Herong Rd., Shenyang 110100, 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.1943-5592.0001463

Reference29 articles.

1. Seismic performance and retrofit of precast concrete grouted sleeve connections

2. Numerical simulation of hollow steel profiles for lightweight concrete sandwich panels

3. Cyclic Loading Test of Unbonded and Bonded Posttensioned Precast Segmental Bridge Columns with Circular Section

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

5. CEB-FIP MODEL CODE 1990

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