原文传递
Experimental Investigations on the Lateral Cyclic Response of Post-Tensioned Rocking Steel Bridge Piers
| 题名： | Experimental Investigations on the Lateral Cyclic Response of Post-Tensioned Rocking Steel Bridge Piers |
| 正文语种： | eng |
| 作者： | Rahmzadeh, Ahmad;Alam, L. M. Shahria;Tremblay, Robert |
| 作者单位： | Univ British Columbia Sch Engn Kelowna BC V1V 1V7 Canada;Univ British Columbia Sch Engn Resilient & Green Infrastruct Kelowna BC V1V 1V7 Canada;Ecole Polytech Montreal Dept Civil Geol & Min Engn Montreal PQ H3C 3A7 Canada |
| 关键词： | Seismic;Steel bridge pier;Rocking;Post-tensioned;Seating loss;Buckling;Energy dissipater |
| 摘要： | This paper presents the results of a series of unidirectional quasi-static cyclic tests on 1/3-scale post-tensioned rocking steel bridge column specimens designed to rock at the interface with the foundation. The objective was to examine the effects of co |
| 出版年： | 2021 |
| 期刊名称： | Journal of structural engineering |
| 卷： | 147 |
| 期： | 12 |
| 页码： | 04021211.1-04021211.18 |
相关文献
- Experimental Response and Damage of SC-CLT Shear Walls under Multidirectional Cyclic Lateral Loading
- Enhanced Strategies for Seismic Resilient Posttensioned Reinforced Concrete Bridge Piers: Experimental Tests and Numerical Simulations
- Verification of a simple model for the lateral-load analysis and design of unbonded post-tensioned precast concrete walls
- Experimental Evaluation of a Rocking Damage-Free Steel Column Base with Friction Devices
- Hybrid System of Unbonded Post-Tensioned CLT Panels and Light-Frame Wood Shear Walls
- Decompression Events during Transverse Seismic Response of Symmetric Three-Pier Bridges with Distributed Mass
检索历史
应用推荐
