Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures 2014
DOI: 10.1201/b16387-625
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New methodology for wave-based probabilistic seismic hazard analysis

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“…The first 10 000 samples are discarded as burn-in, resulting in 100 000 y n samples in total. The distribution of observed records p y ð Þ and that of the generated ground motions q y ð Þ are calculated using Equations ( 10) and (11), and the KL divergence between the distributions is obtained by Equation (13). The change in the value of KL divergence for each epoch and z dim is shown in Figure 5.…”
Section: Determination Of the Optimal Model Based On The Quantitative...mentioning
confidence: 99%
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“…The first 10 000 samples are discarded as burn-in, resulting in 100 000 y n samples in total. The distribution of observed records p y ð Þ and that of the generated ground motions q y ð Þ are calculated using Equations ( 10) and (11), and the KL divergence between the distributions is obtained by Equation (13). The change in the value of KL divergence for each epoch and z dim is shown in Figure 5.…”
Section: Determination Of the Optimal Model Based On The Quantitative...mentioning
confidence: 99%
“…The former approach is to select a suite of strong motion records from a compiled database of past earthquakes that are compatible with the conditions and response spectrum shape of the assumed earthquake scenarios. [7][8][9][10][11][12] This approach focuses only on a single or a few intensity measures, and the selected observed records do not always fully represent the variety of temporal or frequency characteristics of possible ground motions at a site.…”
Section: Introductionmentioning
confidence: 99%
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