Experimental Study on Behavior and Failure Mode of PSRC Bridge Pier under Close-In Blast Loading-Reference-Cited by-同舟云学术

Experimental Study on Behavior and Failure Mode of PSRC Bridge Pier under Close-In Blast Loading

Published:2021-02 Issue:2 Volume:26 Page:04020124
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Liu Lu¹^ORCID,Zong Zhouhong²,Ma Zhongguo John³^ORCID,Qian HaiMin⁴^ORCID,Gan Lu⁵

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Southeast Univ., Nanjing 211189, China; Visiting Student, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville 37996. ORCID: .

2. Professor, School of Civil Engineering, Southeast Univ., Nanjing 211189, China (corresponding author).

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville 37996. ORCID: .

4. Ph.D. Candidate, School of Civil Engineering, Southeast Univ., Nanjing 211189, China. ORCID: .

5. Ph.D. Candidate, School of Civil Engineering, Southeast Univ., Nanjing 211189, 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.1943-5592.0001662

Reference35 articles.

1. Improving seismic performance of segmental precast post-tensioned bridge piers

2. A Precast Segmental Substructure System for Standard Bridges

3. Cyclic Response of Unbonded Posttensioned Precast Columns with Ductile Fiber-Reinforced Concrete

4. Cyclic performance and simplified pushover analyses of precast segmental concrete bridge columns with circular section

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

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