Seismic Performance of Concrete-Encased CFST Piers: Experimental Study-Reference-Cited by-同舟云学术

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Seismic Performance of Concrete-Encased CFST Piers: Experimental Study

Published:2016-04 Issue:4 Volume:21 Page:04015072
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wang Zhi-Bin¹,Han Lin-Hai²,Li Wei³,Tao Zhong⁴

Affiliation:

1. Associate Professor, College of Civil Engineering, Fuzhou Univ., Fuzhou, Fujian Province 350108, P.R. China.

2. Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, P.R. China (corresponding author).

3. Lecturer, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, P.R. China.

4. Professor, Institute for Infrastructure Engineering, Western Sydney Univ., Penrith, NSW 2751, Australia.

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.1943-5592.0000841

Reference18 articles.

1. Experimental behaviour of box concrete-encased CFST eccentrically loaded column

2. Analytical behaviour of eccentrically loaded concrete-encased CFST box columns

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1. Theoretical Axial and Lateral Stress–Strain Model for Steel Tube–Reinforced Concrete Column;Journal of Structural Engineering;2024-10

2. Performance-based assessment of the novel prefabricated CFST bridge pier by numerical approach;Engineering Structures;2024-09

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4. Seismic behavior of thin-walled CFST pier-to-base connections with tube confined RC encasement;STEEL COMPOS STRUCT;2024

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