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A model to estimate the lifetime of structures located in seismically active regions

机译:估计位于地震活动区域的结构寿命的模型

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摘要

Understanding and modeling the evolution of structural systems throughout time, especially by considering its cumulative damage, is a key point for risk decision making. This concept is of extreme importance for design criteria definition, operational policies, robust life-cycle cost estimations and real time-dependent vulnerability assessment. In particular, an important objective of these type of analyses, is the estimation of the structure lifetime distribution and its corresponding mean time to failure (MTTF). However, analytic solutions of these two main concepts are not an easy task. Therefore, it is necessary to develop new approaches that can be used to better approximate the lifetime of structures in an accurate and useful way for engineering purposes. Within this context, the objective of this research work is to present a methodology to estimate the lifetime distribution of structures, and the derived properties of a structural system located in a seismic region. Mainshocks are modelled as a homogeneous Poisson process with constant mean rate of occurrence. The model, assumes that the deterioration of a given structure is mainly controlled by the cumulative damage generated by a set of consecutive earthquake events in a certain period of time. This approach can be easily implemented and provides a good estimation of the lifetime distribution of a structure, without venturing into the mathematical complexities of an analytic solution but retaining the main features of the system performance. Finally, an illustrative practical case at a real site is provided.
机译:在整个时间内理解和建模结构系统的演变,特别是考虑其累积损害,是风险决策的关键点。这种概念对于设计标准定义,操作策略,强大的生命周期成本估算和实时依赖性漏洞评估非常重要。特别地,这些类型的分析的重要目标是估计结构寿命分布及其对应的失效时间(MTTF)。然而,这两个主要概念的分析解决方案不是一件容易的任务。因此,有必要开发新方法,该方法可以用来以准确和有用的方式逼近结构的寿命以进行工程目的。在这种情况下,该研究工作的目的是提出一种方法来估计结构的寿命分布以及位于地震区域中的结构系统的衍生性质。主轴被建模为具有恒定平均发生率的均匀泊松过程。该模型假设给定结构的劣化主要由一定时间段内通过一组连续地震事件产生的累积损伤来控制。这种方法可以很容易地实现并提供结构的寿命分布的良好估计,而不会冒入分析解决方案的数学复杂性但保留系统性能的主要特征。最后,提供了真实部位的说明性实际情况。

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