首页> 外文会议>Reliability engineering and risk management. >Time-dependent Reliability Assessment of Existing RC Beam Bridge
【24h】

Time-dependent Reliability Assessment of Existing RC Beam Bridge

机译:现有RC梁桥的时变可靠性评估

获取原文
获取原文并翻译 | 示例

摘要

In the paper, an advanced probability model considering time-dependent character of system is proposed for multi-T beam bridges. The concept of redundancy is used to analyze the relationship between components and systems. The System redundancy of multi-T beam bridges depends on the ductility of T beams and the strength of horizontal linkages. During the degradation processes of RC, not only the resistance is gradually reduced, but also the ductility is gradually decreased. Based on the above understanding, a time-dependent model of multi-T beam system is established. A 5 T-beam simply supported bridge is employed to carry out time-dependent system reliability analysis. The results showed that the introduction of time-dependent character of system is very important for the life-cycle analysis.
机译:针对多T梁桥,提出了一种考虑系统时变特性的高级概率模型。冗余的概念用于分析组件和系统之间的关系。多T梁桥的系统冗余度取决于T梁的延性和水平连杆的强度。在RC的降解过程中,不仅电阻逐渐降低,而且延展性逐渐降低。基于以上理解,建立了多T梁系统的时变模型。采用5 T梁简单支撑桥进行时变系统可靠性分析。结果表明,引入系统时变特性对于生命周期分析非常重要。

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