Site-specific probabilistic seismic-hazard assessment: Direct amplitude-based approach

TY - JOUR

T1 - Site-specific probabilistic seismic-hazard assessment

T2 - Direct amplitude-based approach

AU - Tsang, Hing-Ho

AU - Chandler, Adrian M.

PY - 2016/4/1

Y1 - 2016/4/1

N2 - Conventional probabilistic seismic-hazard assessment (PSHA) is difficult to apply in regions lacking sufficient information concerning geological setting, active faults, and so forth. Also, for a site-specific PSHA, site effects arising from both crustal rock and overlying soil sediments are generally not assessed rigorously. This is of particular importance for those metropolitan cities having a significant proportion of reclaimed land, because the site-to-site variability of such site effects can be very large. The objective of this article is to demonstrate an alternative procedure for assessing seismic hazard, developed from the conventional source-based Cornell-McGuire PSHA approach, based on considering an infinite number of sources. The proposed new procedure is termed the direct amplitude-based (DAB) approach. The major advantage of the proposed DAB approach is that it is not necessary to characterize any seismic sources. Moreover, if a "site-specific" and "event-specific" ground-motion attenuation model is available, a more accurate site-specific PSHA could be performed. Also, a generic analytical solution for the proposed procedure has been derived to avoid the need for a lengthy integration process. Using the proposed approach, peak ground velocities have been computed at different return periods, to form a seismic hazard curve, citing Hong Kong as a case study.

AB - Conventional probabilistic seismic-hazard assessment (PSHA) is difficult to apply in regions lacking sufficient information concerning geological setting, active faults, and so forth. Also, for a site-specific PSHA, site effects arising from both crustal rock and overlying soil sediments are generally not assessed rigorously. This is of particular importance for those metropolitan cities having a significant proportion of reclaimed land, because the site-to-site variability of such site effects can be very large. The objective of this article is to demonstrate an alternative procedure for assessing seismic hazard, developed from the conventional source-based Cornell-McGuire PSHA approach, based on considering an infinite number of sources. The proposed new procedure is termed the direct amplitude-based (DAB) approach. The major advantage of the proposed DAB approach is that it is not necessary to characterize any seismic sources. Moreover, if a "site-specific" and "event-specific" ground-motion attenuation model is available, a more accurate site-specific PSHA could be performed. Also, a generic analytical solution for the proposed procedure has been derived to avoid the need for a lengthy integration process. Using the proposed approach, peak ground velocities have been computed at different return periods, to form a seismic hazard curve, citing Hong Kong as a case study.

UR - https://www.scopus.com/pages/publications/33645771426

U2 - 10.1785/0120050027

DO - 10.1785/0120050027

M3 - Article

AN - SCOPUS:33645771426

SN - 0037-1106

VL - 96

SP - 392

EP - 403

JO - Bulletin of the Seismological Society of America

JF - Bulletin of the Seismological Society of America

IS - 2

ER -