Seismic hazard versus design accelerograms

The developments presented herewith arise from the legitimate wish and task of structural engineers of performing consistent analyses of risk and safety for works located in seismic regions. The paper adopts a probabilistic viewpoint, or philosophy. The starting point of this discussion is based on...

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Main Author: Horea SANDI
Format: Article
Language:English
Published: National R&D Institute URBAN-INCERC, INCERC Bucharest Branch 2012-07-01
Series:Constructii: Journal of Civil Engineering Research
Subjects:
Online Access:http://constructii.incerc2004.ro/Archive/2012-1/Constructii_2012_Vol.13_No.1_ID2012130101.pdf
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spelling doaj-908d0d87dfa74574ae5eaa093598380e2020-11-25T00:32:52ZengNational R&D Institute URBAN-INCERC, INCERC Bucharest BranchConstructii: Journal of Civil Engineering Research1221-27092247-03282012-07-01131325Seismic hazard versus design accelerogramsHorea SANDIThe developments presented herewith arise from the legitimate wish and task of structural engineers of performing consistent analyses of risk and safety for works located in seismic regions. The paper adopts a probabilistic viewpoint, or philosophy. The starting point of this discussion is based on well – established approaches, while at the same time addressing specific research problems that could represent the task of the future, even if not an immediate one. The main topics are as follows: a brief view of (3-rd level) probabilistic safety and risk analysis, based on simplifying assumptions, which serves as a starting point for subsequent developments; a review of seismic action and hazard representation from two perspectives: ground motion during one event (advocating design accelerograms and stochastic models) and recurrence of successive events (considering, after the usual 1D approach, a generalized approach based on the consideration of a multi-dimensional space of characteristic action parameters); the development of a multi-dimensional stochastic model of ground motion (basically for a half-space consisting of successive horizontal homogeneous layers); a brief discussion of alternative possible objectives of engineering safety analyses.http://constructii.incerc2004.ro/Archive/2012-1/Constructii_2012_Vol.13_No.1_ID2012130101.pdfseismic actionseismic hazardseismic riskstochastic modelsdesign strategies
collection DOAJ
language English
format Article
sources DOAJ
author Horea SANDI
spellingShingle Horea SANDI
Seismic hazard versus design accelerograms
Constructii: Journal of Civil Engineering Research
seismic action
seismic hazard
seismic risk
stochastic models
design strategies
author_facet Horea SANDI
author_sort Horea SANDI
title Seismic hazard versus design accelerograms
title_short Seismic hazard versus design accelerograms
title_full Seismic hazard versus design accelerograms
title_fullStr Seismic hazard versus design accelerograms
title_full_unstemmed Seismic hazard versus design accelerograms
title_sort seismic hazard versus design accelerograms
publisher National R&D Institute URBAN-INCERC, INCERC Bucharest Branch
series Constructii: Journal of Civil Engineering Research
issn 1221-2709
2247-0328
publishDate 2012-07-01
description The developments presented herewith arise from the legitimate wish and task of structural engineers of performing consistent analyses of risk and safety for works located in seismic regions. The paper adopts a probabilistic viewpoint, or philosophy. The starting point of this discussion is based on well – established approaches, while at the same time addressing specific research problems that could represent the task of the future, even if not an immediate one. The main topics are as follows: a brief view of (3-rd level) probabilistic safety and risk analysis, based on simplifying assumptions, which serves as a starting point for subsequent developments; a review of seismic action and hazard representation from two perspectives: ground motion during one event (advocating design accelerograms and stochastic models) and recurrence of successive events (considering, after the usual 1D approach, a generalized approach based on the consideration of a multi-dimensional space of characteristic action parameters); the development of a multi-dimensional stochastic model of ground motion (basically for a half-space consisting of successive horizontal homogeneous layers); a brief discussion of alternative possible objectives of engineering safety analyses.
topic seismic action
seismic hazard
seismic risk
stochastic models
design strategies
url http://constructii.incerc2004.ro/Archive/2012-1/Constructii_2012_Vol.13_No.1_ID2012130101.pdf
work_keys_str_mv AT horeasandi seismichazardversusdesignaccelerograms
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