- Library Home /
- Search Collections /
- Open Collections /
- Browse Collections /
- International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP) (12th : 2015) /
- Identifying the needs and future directions of seismic...
Open Collections
International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP) (12th : 2015)
Identifying the needs and future directions of seismic hazard for probabilistic infrastructure risk analysis Weatherill, Graeme; Pagani, Marco
Abstract
The vulnerability of urban infrastructure to both ground shaking and geotechnical failure during large earthquakes has been demonstrated by recent earthquakes such as the 2010 - 2011 Canterbury earthquake sequence (New Zealand, 2010 - 2011) or 2010 Haiti event. Probabilistic seismic risk analysis to infrastructure systems requires the characterisation of both the transient shaking and permanent ground deformation elements of the hazard, and must do so incorporating both the aleatory and epistemic uncertainties and the spatial correlations and dependencies that are inherent in both of these aspects. Recent developments in characterisation of spatial correlation and cross-correlation in the ground motion uncertainties form the foundations of a comprehensive Monte Carlo-based methodology for analysis of seismic risk to spatially extended systems. New research directions are needed, however, in order to ensure that secondary hazard aspects are incorporated in the same way. These include the treatment of site amplification of the ground shaking, the modelling of permanent ground deformation from slope displacement and liquefaction, and permanent displacement due to coseismic slip on and around the fault rupture. Key considerations for integrated probabilistic framework for physically-realistic characterisation of the ground shaking and permanent ground displacement are illustrated using the example of simulation spatially correlated fault slip on an active fault rupture in a manner that can be integrated within a Monte Carlo-based probabilistic seismic hazard methodology.
Item Metadata
Title |
Identifying the needs and future directions of seismic hazard for probabilistic infrastructure risk analysis
|
Creator | |
Contributor | |
Date Issued |
2015-07
|
Description |
The vulnerability of urban infrastructure to both ground shaking and geotechnical failure
during large earthquakes has been demonstrated by recent earthquakes such as the 2010 - 2011 Canterbury
earthquake sequence (New Zealand, 2010 - 2011) or 2010 Haiti event. Probabilistic seismic risk
analysis to infrastructure systems requires the characterisation of both the transient shaking and permanent
ground deformation elements of the hazard, and must do so incorporating both the aleatory and
epistemic uncertainties and the spatial correlations and dependencies that are inherent in both of these aspects.
Recent developments in characterisation of spatial correlation and cross-correlation in the ground
motion uncertainties form the foundations of a comprehensive Monte Carlo-based methodology for analysis
of seismic risk to spatially extended systems. New research directions are needed, however, in order
to ensure that secondary hazard aspects are incorporated in the same way. These include the treatment
of site amplification of the ground shaking, the modelling of permanent ground deformation from slope
displacement and liquefaction, and permanent displacement due to coseismic slip on and around the
fault rupture. Key considerations for integrated probabilistic framework for physically-realistic characterisation
of the ground shaking and permanent ground displacement are illustrated using the example
of simulation spatially correlated fault slip on an active fault rupture in a manner that can be integrated
within a Monte Carlo-based probabilistic seismic hazard methodology.
|
Genre | |
Type | |
Language |
eng
|
Notes |
This collection contains the proceedings of ICASP12, the 12th International Conference on Applications of Statistics and Probability in Civil Engineering held in Vancouver, Canada on July 12-15, 2015. Abstracts were peer-reviewed and authors of accepted abstracts were invited to submit full papers. Also full papers were peer reviewed. The editor for this collection is Professor Terje Haukaas, Department of Civil Engineering, UBC Vancouver.
|
Date Available |
2015-05-20
|
Provider |
Vancouver : University of British Columbia Library
|
Rights |
Attribution-NonCommercial-NoDerivs 2.5 Canada
|
DOI |
10.14288/1.0076131
|
URI | |
Affiliation | |
Citation |
Haukaas, T. (Ed.) (2015). Proceedings of the 12th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP12), Vancouver, Canada, July 12-15.
|
Peer Review Status |
Unreviewed
|
Scholarly Level |
Researcher
|
Rights URI | |
Aggregated Source Repository |
DSpace
|
Item Media
Item Citations and Data
Rights
Attribution-NonCommercial-NoDerivs 2.5 Canada