Probabilistic seismic performance estimation through surrogate model and unbiased multi-fidelity Monte Carlo predictor

IF 0.8 0 ARCHITECTURE
Xiaoshu Gao, Jun Iyama, Tatsuya Itoi
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Abstract

This study introduces an approach for probabilistic seismic performance estimation, which focuses on the probability of intensity measures exceeding a specified value based on engineering demand parameters. Conventional methods face challenges owing to the increase in computational costs associated with the uncertainties in earthquake scenarios. To address this, we use high-fidelity (HF) and low-fidelity (LF) model data to develop a multilevel hierarchy of surrogate models, which improves the simulation-based probabilistic estimation. However, designing a reliable LF model and ensuring the accuracy of the surrogate model hierarchy remains challenging. Herein, we present a multi-fidelity Monte Carlo (MFMC) predictor combined with a conventional surrogate model to improve probabilistic seismic performance estimation, thereby leveraging LF model efficiency and HF data accuracy for unbiased results. We addressed the challenge of constructing a suitable LF model by using a surrogate model trained from limited HF data. The MFMC predictor improves the accuracy of probabilistic analysis than the surrogate models trained from limited HF data. Further, the automatic relevance determination method is introduced to select the most appropriate inputs for the surrogate model. A case study featuring a special moment-resistant frame, subject to uncertainties from both ground motion and structural properties, illustrates the efficiency of the method. A LF model is developed using the Kriging method, followed by the construction of the MFMC predictor for probabilistic analysis, thereby leveraging both limited HF and numerous LF data. Comparing the exceedance probability curves obtained from the MFMC predictor with those from direct Monte Carlo simulations and conventional Kriging showed that our proposed method offers a promising tool for probabilistic seismic performance estimation under uncertainty.

Abstract Image

通过代用模型和无偏多保真度蒙特卡洛预测器进行概率地震性能估算
本研究介绍了一种概率地震性能估算方法,其重点是基于工程需求参数的烈度测量值超过指定值的概率。由于地震场景的不确定性导致计算成本增加,传统方法面临挑战。为解决这一问题,我们使用高保真(HF)和低保真(LF)模型数据来开发多层次的代用模型,从而改进了基于模拟的概率估算。然而,设计可靠的低保真模型并确保代用模型层次结构的准确性仍然具有挑战性。在此,我们提出了一种多保真度蒙特卡洛(MFMC)预测器,结合传统的代用模型来改进概率地震性能估算,从而利用低频模型的效率和高频数据的准确性获得无偏结果。我们利用从有限的高频数据中训练出来的代用模型,解决了构建合适的低频模型的难题。与从有限的高频数据中训练出来的代用模型相比,MFMC 预测器提高了概率分析的准确性。此外,还引入了自动相关性确定方法,为代理模型选择最合适的输入。以一个特殊的抗力矩框架为特色的案例研究说明了该方法的效率,该框架受地面运动和结构特性的不确定性影响。利用克里金法开发了一个低频模型,随后构建了用于概率分析的 MFMC 预测器,从而充分利用了有限的高频和大量的低频数据。将 MFMC 预测器得到的超限概率曲线与直接蒙特卡罗模拟和传统克里金法得到的超限概率曲线进行比较,结果表明我们提出的方法为不确定情况下的概率地震性能估算提供了一种很有前途的工具。
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来源期刊
CiteScore
1.20
自引率
11.10%
发文量
58
审稿时长
15 weeks
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