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-Reference-Cited by-同舟云学术

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

Published:2023-08 Issue: Volume:289 Page:116333
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Wang Yuxuan,Cheng Zhao,Li Shuai,Wang Jingquan,Zhong Rui,Zeng Min,Ming Fayan,Cui Bing

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference46 articles.

1. Seismic-resistant precast concrete structures: state of the art;Kurama;J Struct Eng,2018

2. State-of-the-art review of seismic-resistant precast bridge columns;Zhang;J Bridge Eng,2020

3. Effect of steel reinforcement type and diameter on the strength of non-contact lap splice connections using UHPC;McMullen;Int Interact Symp Ultra-High Perform Concr,2019

4. Cost-effective UHPC for accelerated bridge construction: material properties, structural elements, and structural applications;Wang;J Bridge Eng,2021

5. Seismic performance of segmental precast Unbonded posttensioned concrete bridge columns;Ou;J Struct Eng,2007

Cited by 9 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. The modified shear screw couplers, development, and an experimental investigation;Engineering Structures;2024-11

2. 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

3. Experimental investigations on prefabricated interlocking prestressed tendon composite joint and its application to beam-column connection;Journal of Building Engineering;2024-10

4. Multi-factor analysis and optimization on seismic behavior of precast pier-footing socket connection considering different connection parameters;Structures;2024-08

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