A platform for research: civil engineering, architecture and urbanism
Equivalent constant rates for post-quake seismic decision making
AbstractThe objective of this paper is to develop a methodology to quantify the time-varying post-quake aftershock threat in a manner consistent with the development of conventional design ground motion levels, which are typically based on a constant probability of exceedance of a given ground motion intensity. We use the frequency of collapse of a mainshock-damaged building in the aftershock environment as a proxy for the life-safety risk faced by an arbitrary building occupant. We demonstrate that the time-varying aftershock threat can be transformed to an equivalent constant collapse rate for a mainshock-damaged building by considering the total expected number of aftershock collapse events in the time interval of interest and a ‘social discount factor’, typically taken to be from 3% to 5%. The ability to quantify the time-varying life-safety risk in the aftershock environment in a manner compatible with existing building code provisions will allow informed building evacuation and re-occupancy decisions to be made. While this concept has been introduced for the aftershock environment, it may also be a potential solution to a wider class of safety problems involving transient life threats.
Equivalent constant rates for post-quake seismic decision making
AbstractThe objective of this paper is to develop a methodology to quantify the time-varying post-quake aftershock threat in a manner consistent with the development of conventional design ground motion levels, which are typically based on a constant probability of exceedance of a given ground motion intensity. We use the frequency of collapse of a mainshock-damaged building in the aftershock environment as a proxy for the life-safety risk faced by an arbitrary building occupant. We demonstrate that the time-varying aftershock threat can be transformed to an equivalent constant collapse rate for a mainshock-damaged building by considering the total expected number of aftershock collapse events in the time interval of interest and a ‘social discount factor’, typically taken to be from 3% to 5%. The ability to quantify the time-varying life-safety risk in the aftershock environment in a manner compatible with existing building code provisions will allow informed building evacuation and re-occupancy decisions to be made. While this concept has been introduced for the aftershock environment, it may also be a potential solution to a wider class of safety problems involving transient life threats.
Equivalent constant rates for post-quake seismic decision making
Yeo, Gee Liek (author) / Cornell, C. Allin (author)
Structural Safety ; 31 ; 443-447
2008-11-24
5 pages
Article (Journal)
Electronic Resource
English
Equivalent constant rates for post-quake seismic decision making
Online Contents | 2009
|Equivalent constant rates for post-quake seismic decision making
Online Contents | 2009
|Equivalent constant rates for post-quake seismic decision making
British Library Online Contents | 2009
|Post-quake decision analysis using dynamic programming
Online Contents | 2009
|Post‐quake decision analysis using dynamic programming
Wiley | 2009
|