Influence of Axial Compression Ratio on the Seismic Performance of Precast Columns with Grouted Sleeve Connections-Reference-Cited by-同舟云学术

Influence of Axial Compression Ratio on the Seismic Performance of Precast Columns with Grouted Sleeve Connections

Published:2021-12 Issue:12 Volume:147 Page:04021194
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Liu Hongtao¹,Wang Zhenyu²,Xu Chengshun³,Du Xiuli⁴

Affiliation:

1. Lecturer, School of Civil and Transportation Engineering, Beijing Univ. of Civil Engineering and Architecture, Beijing 100044, China.

2. Ph.D. Candidate, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

3. Professor, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China (corresponding author).

4. Professor, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

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.0003118

Reference42 articles.

1. Seismic Analysis of Precast Concrete Bridge Columns Connected with Grouted Splice Sleeve Connectors

2. Ameli M. J. J. E. Parks D. N. Brown and C. P. Pantelides. 2014. “Grouted splice sleeve connection alternatives for precast reinforced concrete bridge piers in moderate-to-high seismic regions.” In Proc. 10th US National Conf. on Earthquake Engineering: Frontiers of Earthquake Engineering 1–11. Oakland CA: Earthquake Engineering Research Institute.

3. Seismic evaluation of grouted splice sleeve connections for reinforced precast concrete column–to–cap beam joints in accelerated bridge construction

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

5. Experimental study on seismic behavior of precast concrete column with longitudinal reinforcement grouting-anchoring connections;Chen J.;J. China Civ. Eng.,2016

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