...
首页> 外文期刊>The Open Civil Engineering Journal >Application of Structural Damage Control in Seismic Performance Optimizationof Long-span Cable-stayed Bridge
【24h】

Application of Structural Damage Control in Seismic Performance Optimizationof Long-span Cable-stayed Bridge

机译:结构损伤控制在大跨度斜拉桥抗震性能优化中的应用

获取原文
           

摘要

The damage caused by earthquake is irresistible for human beings, and the structure with poor robustness ismost affected by earthquake. Especially when traffic arteries like bridges and highways are affected, the losses will beunimaginable. To reduce the loss in earthquake, the paper targets the long-span cable-stayed bridge and discusses amethod of structural damage control. The energy-dissipation auxiliary pier structure can protect the bridge under strongshock, which has an important realistic significance for reducing losses of the bridge. The model of auxiliary pier is builtin the paper. Through the experiment, many aspects including destructive process, hysteretic characteristics, ductility andhysteretic energy, equivalent viscous damping ratio and deforming capacity of energy-dissipation construction are analyzed.Structural damage control can well enhance the safety of bridge. The internal force and displacement of main componentscan be reduced correspondingly, and thus the safety of long-span cable-stayed bridge is well protected.
机译:地震造成的破坏是人类无法抗拒的,坚固性较差的结构受地震影响最大。尤其是当桥梁和高速公路等交通干道受到影响时,损失将是无法想象的。为了减少地震的损失,本文针对大跨度斜拉桥,并讨论了结构破坏的控制方法。消能辅助墩结构可以保护桥梁在强震下​​,这对于减少桥梁损失具有重要的现实意义。本文建立了辅助墩的模型。通过试验,从破坏过程,滞后特性,延性和滞后能量,等效粘性阻尼比和耗能结构变形能力等多个方面进行了分析。结构损伤控制可以很好地提高桥梁的安全性。相应地减小了主要部件的内力和位移,从而很好地保护了大跨度斜拉桥的安全性。

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