Experimental Study on the Seismic Behavior of Tie Bar Stiffened Round-Ended Concrete-Filled Steel Tube Columns-Reference-Cited by-同舟云学术

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Experimental Study on the Seismic Behavior of Tie Bar Stiffened Round-Ended Concrete-Filled Steel Tube Columns

Published:2020-10 Issue:10 Volume:25 Page:04020071
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Ding Faxing¹,Pan Zhicheng²,Lai Zhichao³^ORCID,Yu Zhiwu¹

Affiliation:

1. Professor, School of Civil Engineering, Central South Univ., Changsha, Hunan 410075, China.

2. Ph.D. Candidate, School of Civil Engineering, Central South Univ., Changsha, Hunan 410075, China.

3. Professor, College of Civil Engineering, Fuzhou Univ., Fuzhou, Fujian 350108, China (corresponding author). ORCID: .

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.1943-5592.0001611

Reference22 articles.

1. Seismic assessment of existing hollow circular reinforced concrete bridge piers;Cassese P.;J. Earthquake Eng.,2018

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