Probabilistic seismic hazard analysis model for the Philippines

被引:14
|
作者
Penarubia, Henremagne C. [1 ]
Johnson, Kendra L. [2 ]
Styron, Richard H. [2 ]
Bacolcol, Teresito C. [1 ]
Sevilla, Winchelle Ian G. [1 ]
Perez, Jeffrey S. [1 ]
Bonita, Jun D. [1 ]
Narag, Ishmael C. [1 ]
Solidum, Renato U., Jr. [1 ]
Pagani, Marco M. [2 ]
Allen, Trevor, I [3 ]
机构
[1] Philippines PHIVOLCS DOST Philippines, Dept Sci & Technol, Philippine Inst Volcanol & Seismol, Quezon City, Philippines
[2] Global Earthquake Model GEM Fdn, Via Ferrata 1, I-27100 Pavia, Italy
[3] Geosci Australia, Canberra, ACT, Australia
关键词
Acceleration maps; design standards; earthquake hazard analysis; probabilistic seismic hazard analysis; Philippines; AVERAGE HORIZONTAL COMPONENT; EARTHQUAKE RUPTURE FORECAST; MANILA SUBDUCTION ZONE; PEAK GROUND MOTION; ATTENUATION RELATION; CRUSTAL DEFORMATION; PLATE CONVERGENCE; MOLUCCA SEA; NGA MODEL; FAULT;
D O I
10.1177/8755293019900521
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The Philippine archipelago is tectonically complex and seismically hazardous, yet few seismic hazard assessments have provided national coverage. This article presents an updated probabilistic seismic hazard analysis for the nation. Active shallow crustal seismicity is modeled by faults and gridded point sources accounting for spatially variable occurrence rates. Subduction interfaces are modeled with faults of complex geometry. Intraslab seismicity is modeled by ruptures confined to the slab volume. Source geometries and earthquake rates are derived from seismicity catalogs, geophysical data sets, and historic-to-paleoseismic constraints on fault slip rates. The ground motion characterization includes models designed for global use, with partial constraint by residual analysis. Shallow crustal faulting near metropolitan Manila, Davao, and Cebu dominates shaking hazard. In a few places, peak ground acceleration with 10% probability of exceedance in 50 years on rock reaches 1.0g. The results of this study may have utility for defining the design base shear in the National Structural Code of the Philippines.
引用
收藏
页码:44 / 68
页数:25
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