首页> 外文期刊>Soil Dynamics and Earthquake Engineering >Development of elasto-plastic viscous damper finite element model for reinforced concrete frames
【24h】

Development of elasto-plastic viscous damper finite element model for reinforced concrete frames

机译:钢筋混凝土框架弹塑性粘滞阻尼器有限元模型的开发

获取原文
获取原文并翻译 | 示例
           

摘要

By advancing the technologies regarding seismic control of structures and development of earthquake resistance systems in the past decades application of different types of earthquake energy dissipation system has incredibly increased. Viscous damper device as a famous and the simplest earthquake energy dissipation system is implemented in many new structures and numerous number of researches have been done on the performance of viscous dampers in structures subjected to earthquake. The experience of recent severe earthquakes indicates that sometimes the earthquake energy dissipation devices are damaged during earthquakes and there is no function for structural control system. So, damage of earthquake energy dissipation systems such as viscous damper device must be considered during design of earthquake resistance structures.
机译:在过去的几十年中,通过推进有关结构的地震控制和抗震系统发展的技术,不同类型的地震耗能系统的应用已得到不可思议的增长。粘性阻尼器装置是著名的和最简单的地震能量消散系统,已在许多新结构中实现,并且已经对地震结构中的粘性阻尼器的性能进行了大量研究。最近发生的严重地震的经验表明,有时地震耗能装置在地震中会损坏,并且结构控制系统没有功能。因此,在设计抗震结构时,必须考虑诸如粘性阻尼器等地震耗能系统的损坏。

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