Cyclic Response of Precast, Hollow Bridge Columns with Postpour Section and Socket Connection-Reference-Cited by-同舟云学术

Cyclic Response of Precast, Hollow Bridge Columns with Postpour Section and Socket Connection

Published:2022-01 Issue:1 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Jin Zhibin¹,Chen Ke²,Pei Shiling³

Affiliation:

1. Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu 610031, PR China (corresponding author).

2. Ph.D. Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu 610031, PR China.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003220

Reference15 articles.

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

2. Analysis of the behavior of transverse walls of socket base connections

3. Experimental study on the seismic performance of existing reinforced concrete bridge piers with hollow rectangular section

4. Damage Analysis of Hanshin Expressway Viaducts during 1995 Kobe Earthquake. I: Residual Inclination of Reinforced Concrete Piers

5. Haber, Z. B., M. S. Saiidi, and D. H. Sanders. 2013. Precast column-footing connections for accelerated bridge construction in seismic zones. Reno, NV: Center for Civil Engineering Earthquake Research, Univ. of Nevada.

Cited by 14 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Large-Scale Experimental Study on the Retrofitting Effect of Concrete Filling in Hollow Reinforced Concrete Columns;Journal of Bridge Engineering;2024-09

2. Shear performance and failure mechanism of socket CFST column-beam connection with UHPC grouting;Engineering Structures;2024-08

3. Evaluation of seismic performance and damage characteristics of column-footing joints with shallow socket connection;Engineering Structures;2024-07

4. Seismic behavior of assembled concrete bridge piers with hybrid joint connections;2024-06-21

5. Quasi-static testing of UHPC cupped socket piers-footing connection and its seismic fragility analysis under near-fault ground motions;Scientific Reports;2024-05-13