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Structural seismic response analysis based on multiscale approach of computing fault-structure system

机译:基于多尺度方法的结构地震反应分析

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Structural safety for earthquake waves emitted from a nearby fault is a major concern. For a large complex structure, it might be desired to estimate its seismic response by analyzing a fault-structure system: a full three-dimensional model in which a source fault and a target structure are modeled so that fault processes, wave propagation and amplification processes, and resulting dynamic responses of the structure can be computed numerically. To analyze this fault-structure system, this paper proposes an efficient approach based on multiscale analysis, i.e. waves emitted from the source fault are computed in the entire system in the geological length-scale; then they are refined in a small part of the system that includes the structure, and the seismic response of the structure is accurately computed in the engineering length-scale. Using a long highway tunnel as an example, this paper examines the validity of the proposed approach. The usefulness and applicability of the proposed approach to estimate the structural seismic responses are discussed.
机译:从附近断层发出的地震波的结构安全性是一个主要问题。对于大型复杂结构,可能需要通过分析断层结构系统来估计其地震响应:完整的三维模型,其中对源断层和目标结构进行建模,以便进行断层过程,波传播和放大过程,并且可以通过数值计算得出结构的动态响应。为了分析该断层结构系统,本文提出了一种基于多尺度分析的有效方法,即在整个系统中以地质长度尺度计算源断层发出的波。然后在包含结构的系统的一小部分中对它们进行完善,并在工程长度范围内准确计算结构的地震响应。以一条较长的公路隧道为例,研究了该方法的有效性。讨论了所提出的方法来估计结构地震响应的有用性和适用性。

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