Journal of Structural and Construction Engineering (Transactions of AIJ)
Online ISSN : 1881-8153
Print ISSN : 1340-4202
ISSN-L : 1340-4202
SELECTION OF DESIGN GROUND MOTIONS FROM SEISMIC WAVE INVENTORY CONSIDERING OCCURRENCE PROBABILITY
Proposal of simple method for probabilistic seismic hazard analysis of ground motion records
Kohei TANAKATatsuya ITOITsuyoshi TAKADA
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JOURNAL FREE ACCESS

2011 Volume 76 Issue 667 Pages 1591-1599

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Abstract
Based on awareness that observed strong ground motions have been dramatically accumulated, we proposed “Seismic Wave Inventory” (Tanaka & Takada, 2009), which is the wave selection method from observed database. In this study, the concept of Seismic Wave Inventory is expanded for probabilistic seismic hazard analysis as well as for a design ground motion selection method corresponding to a target return period. First, we conduct seismic hazard analysis. The feature of our method is that occurrence probability is given to each ground motion based on occurrence probability of each earthquake source. This gives uncertainty of ground motion intensity level, where the theoretical distribution (e.g. Log-normal distribution) is employed in the conventional method. A seismic hazard curve represented by an arbitrary intensity measure can be calculated. Then, set of design ground motions can be obtained corresponding to a target return period, which definitely satisfies the contribution factor in each magnitude distance bin.
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© 2011 Architectural Institute of Japan
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