Parametric study on seismic performance of prefabricated bridge piers connected by ultra‐high performance concrete grout-Reference-Cited by-同舟云学术

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Parametric study on seismic performance of prefabricated bridge piers connected by ultra‐high performance concrete grout

Published:2022-05-04 Issue:3 Volume:23 Page:1469-1491
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Geng Jiashuo¹^ORCID,Wang Fei²,Liu Chao¹^ORCID,Wang Jianqiang³,Zhao Zhuo²

Affiliation:

1. College of Civil Engineering Tongji University Shanghai China

2. Engineering Research Center of Industrial Construction in Civil Engineering of Zhejiang Province Ningbo University of Technology Ningbo China

3. College of Civil Engineering Zhengzhou University Zhengzhou China

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202100179

Reference29 articles.

1. Improved Longitudinal Joint Details in Decked Bulb Tees for Accelerated Bridge Construction: Concept Development

Cited by 6 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. Experimental and numerical study on cyclic behavior of precast segmental railway bridge columns with lap-spliced rebar connections using UHPC wet joints;Engineering Structures;2024-11

2. Triboelectric Nanogenerator‐Enabled Digital Twins in Civil Engineering Infrastructure 4.0: A Comprehensive Review;Advanced Science;2024-03-22

3. Analysis and experimental research on the reliability of the connection between large-diameter bridge piles and caps;Journal of Measurements in Engineering;2024-02-21

4. Effect of a novel joint connection of UHPC wet joint and tapered sleeve locking-type couplers on the lateral cyclic response of precast segmental railway bridge columns;Engineering Structures;2023-08

5. Seismic Performance of a New Type of Prefabricated Bridge Pier with Cast-in-Place Uhpc Jacketing;2023

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