RPBEE: Performance-based earthquake engineering on a regional scale

被引:5
|
作者
Heresi, Pablo [1 ]
Miranda, Eduardo [2 ]
机构
[1] Univ Tecn Federico Santa Maria, Dept Obras Civiles, Valparaiso 8940572, Chile
[2] Stanford Univ, Dept Civil & Environm Engn, Stanford, CA USA
关键词
Performance-based earthquake engineering; spatial correlation; regional seismic hazard; regional seismic risk; resilience; INTRAEVENT SPATIAL CORRELATION; FLOOR ACCELERATION DEMANDS; GROUND-MOTION; INTENSITY MEASURE; SPECTRAL ACCELERATIONS; MULTISTORY BUILDINGS; DEFORMATION DEMANDS; SEISMIC RESILIENCE; CORRELATION MODEL; FRAGILITY CURVES;
D O I
10.1177/87552930231179491
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Over the last two decades, the performance-based earthquake engineering (PBEE) framework developed by the Pacific Earthquake Engineering Research (PEER) Center has gained the attention of researchers and practitioners worldwide. This framework was originally focused on quantifying the seismic risk of individual structures. However, with the advent of the "seismic resilience" concept, broader definitions of stakeholders and performance metrics on a regional scale are desirable. In this context, we present a formalized extension of the PEER PBEE framework for its use in groups of structures spatially distributed over a region, herein referred to as RPBEE framework. As an example, we use the RPBEE framework for computing the total number of damaged structures, the expected total economic loss, and the probability distribution of total economic losses within a region. We highlight differences with the original PEER framework and challenges arising from the implementation of the new RPBEE framework for future research and adoption, along with potential ways to overcome them.
引用
收藏
页码:1328 / 1351
页数:24
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