Seismic performance of precast concrete bridge columns with quasi-static cyclic shear test for high seismic zones
Authors:
- Tiantian LiTLTiantian Li
- Hongya QuHQHongya Qu
- Zhiqiang WangZWZhiqiang Wang
- Hongyi WeiHWHongyi Wei
- Shichi JiangSJShichi Jiang
- 1 July 2018
- journal article
- research article
- Published by Elsevier in Engineering Structures
- Vol. 166, 441-453
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (51778470, 51378386)
This publication has 19 references indexed in Scilit:
- Combined Shear and Bending Behavior of Joints in Precast Concrete Segmental Beams with External TendonsJournal of Bridge Engineering, 2013
- A simplified analysis method for characterizing unbonded post-tensioned precast wall systemsEngineering Structures, 2009
- Structural Behavior of Single Key Joints in Precast Concrete Segmental BridgesJournal of Bridge Engineering, 2007
- Numerical Study on the Joints between Precast Post-Tensioned SegmentsInternational Journal of Concrete Structures and Materials, 2007
- Seismic Performance of Precast Segmental Bridges: Segment-to-Segment Joints Subjected to High Flexural Moments and Low ShearsPCI Journal, 2003
- Seismic Performance of Precast Segmental Bridge Superstructures with Internally Bonded Prestressing TendonsPCI Journal, 2002
- Seismic Shear Strength of Reinforced Concrete ColumnsJournal of Structural Engineering, 1994
- A FULL-SCALE DESTRUCTIVE TEST OF A PRECAST SEGMENTAL BOX GIRDER BRIDGE WITH DRY JOINTS AND EXTERNAL TENDONS.Proceedings of the Institution of Civil Engineers - Structures and Buildings, 1994
- Shear Behavior of Joints in Precast Concrete Segmental BridgesJournal of Structural Engineering, 1990
- Theoretical Stress‐Strain Model for Confined ConcreteJournal of Structural Engineering, 1988