Seismic excitation model in probabilistic risk assessment of civil infrastructure

被引:0
|
作者
Falamarz-Sheikhabadi, Mohammad R. [1 ]
机构
[1] WSDOT, Bridge Preservat Off, Tumwater, WA 98501 USA
来源
关键词
asynchronous excitation; civil infrastructure; earthquake engineering; foundation input motion; rotational loading; seismic hazard; seismic risk; spatial variability of ground motion; SOIL-STRUCTURE INTERACTION; GROUND-MOTION; RESPONSE SPECTRA; ROTATIONAL COMPONENTS; UNCERTAINTIES; PROPAGATION; PERFORMANCE; FOUNDATION; TORSION; ARRAY;
D O I
10.1002/eer2.56
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Realistic risk assessment of civil infrastructure subjected to catastrophic events plays a crucial role in strategic asset management. In this process, visualization of the asset and its environment always possesses some epistemic uncertainty associated with the modeler's simplification/abstraction. The present paper aims at providing a critical perspective into the characterization of the seismic excitation model for risk assessment of civil infrastructures and identifying gaps in the present knowledge. For this purpose, the main factors that influence the development of a comprehensive framework for the simulation of seismic excitation are highlighted. The coupling effect of the spatial variability of ground motions and the substructure's footprint on the realization of the seismic excitation model is illustrated. Finally, the necessity of direct incorporation of the load analysis subtask in the probabilistic seismic risk assessment of civil infrastructures is discussed. In addition, simplified probability density functions are proposed for the simulation of the seismic excitation model. The present paper aims at providing a critical perspective into the characterization of the seismic excitation model for risk assessment of civil infrastructure and identifying gaps in present knowledge. In addition, simplified probability density functions are proposed for the simulation of the seismic excitation model. image
引用
收藏
页码:515 / 535
页数:21
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