节点文献

汶川地震中小半径曲线连续梁桥震害机理分析

Analysis of damage mechanism of small radius curve continuous beam bridges during the Wenchuan Earthquake

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 黄勇李瑞朱文骏

【Author】 HUANG Yong;LI Rui;ZHU Wenjun;Key Laboratory of Earthquake Engineering and Engineering Vibration,Institute of Engineering Mechanics,CEA;

【机构】 中国地震局工程力学研究所地震工程与工程振动重点实验室

【摘要】 汶川地震中,小半径曲线连续梁桥遭受了不同程度的震害。本文针对其中震害严重的小黄沟中桥,进行了地震反应分析,讨论了其震害机理,研究了不同的下部结构形式以及固定墩上下部结构不同的连接方式对该类桥梁抗震性能的影响,提出了提高小半径曲线连续梁桥抗震能力的对策建议。

【Abstract】 During the Wenchuan earthquake,many small radius curve continuous beam bridges were damaged on varying degrees. Earthquake response analysis for the Xiaohuanggou Bridge,which was damaged seriously,was made in this paper,and earthquake damage mechanism was discussed. Different seismic performance for different substructure and different connection type on fixed piers were studied. A new method uses proper constructional measure to change the transmission of earthquake energy,reduce the relative displacement between superstructure and substructure,assure the safety of substructure,to avoid earthquake damage.

【基金】 国家自然科学基金项目(51278471);黑龙江省自然科学基金项目(E201262);中央公益事业基本科研业务专项基金项目(2011B03)
  • 【文献出处】 地震工程与工程振动 ,Earthquake Engineering and Engineering Dynamics , 编辑部邮箱 ,2014年S1期
  • 【分类号】U442.55
  • 【被引频次】4
  • 【下载频次】71
节点文献中: 

本文链接的文献网络图示:

本文的引文网络