Mechanical behavior of precast building concrete walls with different connection technologies for seismic areas
Author:
Affiliation:
1. Department of Capital Construction and Layout Chongqing University Chongqing China
2. School of Civil Engineering Chongqing University Chongqing China
3. Department of Civil Engineering Tsinghua University Beijing China
Funder
Fok Ying Tung Education Foundation
Higher Education Discipline Innovation Project
Fundamental Research Funds for the Central Universities
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.201900171
Reference17 articles.
1. Progress of precast concrete slab and wall system;Xue W;Ind Construct,2002
2. Design for lateral force resistance with precast concrete shear walls;Cleland NM;PCI J,1997
3. Test and analysis of a new ductile shear connection design for RC shear walls
4. Precast concrete structures: the lessons learned from the L'Aquila earthquake
5. Behaviour of tilt-up precast concrete buildings during the 2010/2011 Christchurch earthquakes
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2. Seismic performance of precast concrete walls with grouted sleeve connections using large-diameter bars;Soil Dynamics and Earthquake Engineering;2023-06
3. Mechanical behavior of semi‐grouting sleeve and steel bar connection;Structural Concrete;2023-02-16
4. Experimental investigation on seismic behaviors of precast concrete shear walls with sleeve grouting defects;Advances in Structural Engineering;2022-09-06
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