首页> 外文期刊>Bulletin of the New Zealand Society for Earthquake Engineering >IMPROVING THE RESISTANCE OF STRUCTURES TO EARTHQUAKES
【24h】

IMPROVING THE RESISTANCE OF STRUCTURES TO EARTHQUAKES

机译:增强结构对地震的抵抗力

获取原文
获取原文并翻译 | 示例
           

摘要

The past occurrence of earthquakes in New Zealand and the likelihood of a major earthquake in Christchurch are considered. The causes of damage by earthquakes are discussed and typical possible Types of damage to building and bridge structures are described with reference to the 1995 Kobe Earthquake. The design of building and bridge structures for earthquake resistance by the ductile design Approach is covered, including performance criteria, structural configuration, design seismic forces, Mechanisms of post-elastic deformation, capacity design, detailing of reinforcement for ductility and Control of deflections, Design using base isolation and mechanical energy dissipating deflections is also Outlined. The extensive use of precast concrete in buildings in New Zealand is described. Finally the Seismic assessment and upgrading of old structures and the earthquake resistance of lifelines of Communities (transportation, utilities and communications) are briefly considered.
机译:考虑了新西兰过去发生的地震以及基督城发生大地震的可能性。讨论了地震造成的破坏的原因,并参考了1995年的神户地震描述了建筑物和桥梁结构的典型破坏类型。涵盖了通过延性设计方法进行抗震建筑和桥梁结构的设计,包括性能标准,结构配置,设计地震力,弹性后变形机制,承载能力设计,延性加固细节和挠度控制,设计还概述了使用基础隔离和机械能耗散偏转的方法。描述了预制混凝土在新西兰建筑中的广泛使用。最后,简要考虑了旧结构的抗震评估和升级以及社区生命线(交通,公用事业和通讯)的抗震能力。

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