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arXiv · 2301.12302

A Kriging Metamodel with Adaptive Sampling for Seismic Evaluation of Podium Buildings

Yuying Huang·Zhiyong Chen·Samuel W. K. Wong
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Abstract

In this paper, nonlinear time-history dynamic analyses of selected earthquake ground motions are conducted on designated wood-frame podium buildings and the resulting inter-story drifts are analyzed. We aim to construct a reliable region where performance-based seismic design criteria are met, such that a two-step analysis procedure can be used with high confidence. We develop a kriging metamodel with tailored adaptive sampling methods to achieve this goal in a computationally efficient manner. The input variables we consider are the normalized stiffness ratio and the normalized mass ratio of the podium building. We took a six-story wood frame built upon a one-story concrete podium as a case study for our methodology, where our results indicate that the two-step analysis procedure may be used with high confidence if its normalized stiffness ratio is at least 38 and its normalized mass ratio is between 0.5 and 1.5.

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Yuying Huang, Zhiyong Chen, Samuel W. K. Wong. 2023-01-28. A Kriging Metamodel with Adaptive Sampling for Seismic Evaluation of Podium Buildings. https://arxiv.org/abs/2301.12302

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