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Probabilistic Seismic Hazard Assessment of Pakistan Territory Using an Areal Source Model
by
Khan, Sarfraz
, Asif, Khan M
, Waseem Muhammad
in
Acceleration
/ Building codes
/ Disaster management
/ Earthquake prediction
/ Earthquakes
/ Emergency preparedness
/ Geological hazards
/ Ground motion
/ Hazard assessment
/ Mitigation
/ Risk assessment
/ Seismic activity
/ Seismic design
/ Seismic hazard
/ Zoning
2020
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Probabilistic Seismic Hazard Assessment of Pakistan Territory Using an Areal Source Model
by
Khan, Sarfraz
, Asif, Khan M
, Waseem Muhammad
in
Acceleration
/ Building codes
/ Disaster management
/ Earthquake prediction
/ Earthquakes
/ Emergency preparedness
/ Geological hazards
/ Ground motion
/ Hazard assessment
/ Mitigation
/ Risk assessment
/ Seismic activity
/ Seismic design
/ Seismic hazard
/ Zoning
2020
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While trying to remove the title from your shelf something went wrong :( Kindly try again later!
Do you wish to request the book?
Probabilistic Seismic Hazard Assessment of Pakistan Territory Using an Areal Source Model
by
Khan, Sarfraz
, Asif, Khan M
, Waseem Muhammad
in
Acceleration
/ Building codes
/ Disaster management
/ Earthquake prediction
/ Earthquakes
/ Emergency preparedness
/ Geological hazards
/ Ground motion
/ Hazard assessment
/ Mitigation
/ Risk assessment
/ Seismic activity
/ Seismic design
/ Seismic hazard
/ Zoning
2020
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Probabilistic Seismic Hazard Assessment of Pakistan Territory Using an Areal Source Model
Journal Article
Probabilistic Seismic Hazard Assessment of Pakistan Territory Using an Areal Source Model
2020
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Overview
A seismic hazard map for the national seismic design code of Pakistan (i.e., Building Code of Pakistan) is derived using probabilistic seismic hazard assessment (PSHA) approach. In order to update the seismic code, an updated seismic zoning map is required that should be based on usage of the recent seismic hazard elements. PSHA of Pakistan is an essential and important milestone. For this purpose, the standard Cornell–McGuire (1968–1976) approach is employed, and the computations are made over a rectangular grid of 0.1°. The main features of this study include usage of a recently compiled earthquake catalogue, recent ground motion prediction equations and an updated seismic source model. The resulting ground motions are obtained as peak ground acceleration (PGA) and 5% damped spectral acceleration (SA) at T = 0.2 s and T = 1.0 s for 475-, 975- and 2475-year return periods (RPs) (evaluated for the flat rock site conditions). Results of the study show that seismic hazard in Pakistan is highest in its central and northern parts. In the central part near Quetta, severe seismic hazard (PGA 0.40 g) is observed. Among the important cities in Pakistan, Balakot city is likely to experience a PGA value of 0.36 g, while Islamabad, Peshawar and Chitral are likely to experience 0.33 g. The cities of Gilgit, Karachi and Gwadar experience ground motion values of 0.34, 0.26 and 0.29 g, respectively, for the 475-year return period (RP). It has also been observed that ground motion values show variation in the distribution and magnitude in contrast to the hazard map of national design code. The hazard map presented in this study is the improved seismic hazard zoning map of Pakistan that would be helpful in developing pre-disaster mitigation strategies and risk assessment studies in Pakistan. It is concluded that the seismic zoning map of the national seismic design code of Pakistan underestimates the ground motion values, and it should be updated or replaced.
Publisher
Springer Nature B.V
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