Seismic Behavior of Precast Bridge Column–Cap Beam Joints with Grouted Corrugated Duct Connections: Experimental and Numerical Study-Reference-Cited by-同舟云学术

Seismic Behavior of Precast Bridge Column–Cap Beam Joints with Grouted Corrugated Duct Connections: Experimental and Numerical Study

Published:2023-03 Issue:3 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Xu Yazhou¹,Wei Kelun²^ORCID,Zhang Zuzhen¹,Wang Jiangbo¹,Mao Huinan¹,Fu Wenjie¹

Affiliation:

1. School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Shaanxi 710055, China.

2. School of Civil Engineering, Xi’an Univ. of Architecture and Technology, No. 13, Yanta Rd., Xi’an, Shaanxi 710055, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-5780

Reference37 articles.

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

2. Alternate Substructure Systems for Standard Highway Bridges

3. Brenes, F. J., S. L. Wood, and M. E. Kreger. 2006. Anchorage requirements for grouted vertical-duct connectors in precast bent cap systems. Austin, TX: Univ. of Texas.

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

5. Side Shear Strength of Preformed Socket Connections Suitable for Vertical Precast Members

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