Ground motion scenarios consistent with probabilistic seismic hazard disaggregation analysis. Application to Mainland Portugal |
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Authors: | Maria Luísa Sousa Alfredo Campos Costa |
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Affiliation: | (1) Structures Department, Earthquake Engineering and Structural Dynamics Division, National Laboratory for Civil Engineering (LNEC), Av. do Brasil no 101, 1700-066 Lisbon, Portugal |
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Abstract: | Probabilistic seismic hazard for Mainland Portugal was re-evaluated in order to perform its disaggregation. Seismic hazard was disaggregated considering different spaces of random variables, namely, univariate conditional hazard distributions of M (magnitude), R (source-to-site distance) and ε (deviation of ground motion to the median value predicted by an attenuation model), bivariate conditional hazard distributions of M–R and X–Y (seismic source latitude and longitude) or multivariate conditional hazard distributions of M–R–ε and M–(X–Y)–ε. The main objective of the present work was achieved, as it was possible, based on the modal values of the above mentioned distributions, to characterize the scenarios that dominate some seismic hazard levels of the 278 Mainland Portuguese counties. In addition, results of 4D disaggregation analysis, in M–(X–Y)–ε, pointed out the existence of one geographic location shared by the dominant scenario of most analyzed counties, especially for hazard levels correspondent to high return periods. Those dominant scenarios are located offshore at a distance of approximately 70 km WSW of S. Vicente cape. On the other hand, the lower the return period the higher is the number of modal scenarios in the neighbourhood of the analyzed site. One may conclude that modal scenarios reproduce hazard target values in each site with great accuracy enabling the applications derived from those scenarios (e.g. loss evaluation) to be associated to a hazard level exceedance probability. |
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Keywords: | Hazard disaggregation Seismic hazard Mainland Portugal Modal values Seismic scenarios |
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