Experimental study on seismic response of precast bridge piers with double-grouted sleeve connections-Reference-Cited by-同舟云学术

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Experimental study on seismic response of precast bridge piers with double-grouted sleeve connections

Published:2020-10 Issue: Volume:221 Page:111023
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Liu Yang,Li Xinping,Zheng Xiaohong,Song Zhuo

Funder

National Natural Science Foundation of China

Natural Science Foundation of Guangdong Province

Municipal Engineering Machinery Construction Co. LTD of Guangzhou city

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference35 articles.

1. UHPC-filled duct connections for accelerated bridge construction of RC columns in high seismic zones;Tazarv;Eng Struct,2015

2. Restrepo JI, Tobolski MJ, Matsumoto EE. Development of a precast bent cap system for seismic regions. NCHRP Report No.681, 2011, 116 pp.

3. Structural performance of detachable precast composite column joints with mechanical metal plates;Nzabonimpa;Eng Struct,2018

4. Low-damage seismic design for accelerated bridge construction;Mashal;J Bridge Eng, ASCE,2019

5. Experimental and numerical investigations on seismic behavior of prefabricated bridge columns with UHPFRC bottom segments;Yuye;J Bridge Eng, ASCE,2019

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1. Eccentric compression performance of jointed precast concrete-encased concrete-filled steel tube columns with dry connections;Engineering Structures;2024-12

2. Quasi-static tests of full-scale precast canopy beam-column joints with UHPC-filled grouted corrugated ducts connection;Journal of Building Engineering;2024-11

3. Seismic behavior of a hollow precast concrete shear wall with insulation under high axial compression ratios;Engineering Structures;2024-11

4. Impact resistance performance of precast reinforced concrete barriers with grouted sleeve and steel angle-to-plate connections;Engineering Structures;2024-10

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

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