...
  • 主题
高级搜索  >
历史搜索 清空历史
首页> 外文期刊>Transaction of the Hongkong Institute of Engineers >Improving the seismic performance of reinforced concrete columns: a case-study of Hong Kong
【24h】

Improving the seismic performance of reinforced concrete columns: a case-study of Hong Kong

机译：改善钢筋混凝土柱的抗震性能：以香港为例

获取原文
获取原文并翻译 | 示例
           
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

An experimental study on the improvement of seismic performance of non-seismically designed RC columns with various configurations of transverse reinforcement is presented. Effects of the configuration of transverse reinforcement on the seismic behaviour and enhancement of ductility are investigated. It has been shown that using the traditional non-seismic detailing of transverse reinforcement combined with the proposed crossties can effectively improve the seismic performance, thus enhancing the ductility and energy dissipation capacity of non-seismically designed reinforced concrete columns; while the construction cost and difficulties will not be increased significantly.
机译：提出了一种改进抗震设计的钢筋混凝土柱的抗震性能的试验研究。研究了横向配筋构型对地震行为和延性增强的影响。研究表明，将传统的横向抗震细节与建议的横梁结合使用，可以有效地改善抗震性能，从而提高非抗震设计钢筋混凝土柱的延性和耗能能力;而建设成本和困难不会明显增加。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱：kefu@zhangqiaokeyan.com

京公网安备：11010802029741号 ICP备案号：京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有

  • 客服微信

  • 服务号