Seismic response analysis of rectangular prefabricated subway station structure
Authors:
- Jinnan ChenJCJinnan Chen
- Chengshun XuCXChengshun Xu
- Hesham M. El NaggarHNHesham M. El Naggar
- Xiuli DuXDXiuli Du
- 25 October 2022
- journal article
- research article
- Published by Elsevier in Tunnelling and Underground Space Technology
- Vol. 131
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China
- National Key Research and Development Program of China (2018YFC1504305)
This publication has 28 references indexed in Scilit:
- Pseudodynamic tests on a full-scale 3-storey precast concrete building: Global responseEngineering Structures, 2013
- Development and testing of precast concrete beam-to-column connectionsEngineering Structures, 2013
- Behaviour of grouted pipe splice under incremental tensile loadConstruction and Building Materials, 2012
- Experimental assessment of the seismic performance of a prefabricated concrete structural wall systemEngineering Structures, 2011
- Three-dimensional numerical simulation of earthquake damage to group-piles in a liquefied groundSoil Dynamics and Earthquake Engineering, 2007
- Load Transfer Mechanisms between Underground Structure and Surrounding Ground: Evaluation of the Failure of the Daikai StationJournal of Geotechnical and Geoenvironmental Engineering, 2005
- Seismic design and analysis of underground structuresTunnelling and Underground Space Technology, 2001
- Seismic Evaluations of Pile Foundations with Three Different Methods Based on Three-Dimensional Elasto-Plastic Finite Element AnalysisSoils and Foundations, 2000
- Plastic-Damage Model for Cyclic Loading of Concrete StructuresJournal of Engineering Mechanics, 1998
- Earthquake Input Definition and the Trasmitting Boundary Conditions1989