Full-scale experimental study on precast bridge column with grouted sleeve connections and large-diameter reinforcing bars
Author:
Funder
National Natural Science Foundation of China
Science and Technology Commission of Shanghai Municipality
China Railway
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference44 articles.
1. Investigation and verification on seismic behavior of precast concrete frame piers used in real bridge structures: Experimental and numerical study;Qu;Eng Struct,2018
2. Experimental study on seismic response of precast bridge piers with double-grouted sleeve connections;Liu;Eng Struct,2020
3. Seismic column-to-footing connections using grouted splice sleeves;Ameli;ACI Struct J,2016
4. Seismic performance of precast column connected with grouted sleeve connectors;Liu;J Build Eng,2020
5. Experimental and numerical assessment of precast bridge columns with different grouted splice sleeve coupler designs based on shake table test;Qu;J Bridg Eng,2021
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1. Post-fire mechanical properties of full-grouted sleeve connection with different grouting defects;Case Studies in Construction Materials;2024-12
2. Experimental investigation on the horizontal impact response of precast RC bridge piers with grouted sleeve connections considering defects;Engineering Structures;2024-10
3. Impact resistance performance of precast reinforced concrete barriers with grouted sleeve and steel angle-to-plate connections;Engineering Structures;2024-10
4. Strut‐and‐tie model for column‐to‐drilled shaft connections in reinforced concrete bridge columns subjected to lateral loads;Structural Concrete;2024-09-05
5. Numerical Study on Seismic Performance of Rocking Self-Centering (RSC) Bridge Piers Under Bidirectional Excitation;International Journal of Structural Stability and Dynamics;2024-03-27
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