基于降维的代理模型加速增量动态分析中的不确定性量化

IF 3.8 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Dimitris G. Giovanis, Alexandros Taflanidis, Michael D. Shields
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引用次数: 0

摘要

本文提出了一种基于降维的替代建模框架,以促进基于性能的地震工程中结构体系地震风险的量化。该框架采用增量动态分析(IDA)来处理风险可变性,并促进了与结构模型相关的认知不确定性传播的显著计算效率提高。它利用线性和非线性降维方法,配备逆映射,学习输入参数空间(例如,结构的认知不确定性)到通过IDA实现跨不同地面运动和地震烈度级别创建的高维输出空间之间的函数。采用多项式混沌展开作为代理模型,在约简空间中学习该泛函。采用结构性能不确定的九层钢抗弯矩框架作为试验平台。我们选择地震易损性曲线作为结构抗震性能的度量,因为它提供了在给定的地面震动水平下进入指定损伤状态的概率的估计。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Accelerating uncertainty quantification in incremental dynamic analysis using dimension reduction-based surrogate modeling

Accelerating uncertainty quantification in incremental dynamic analysis using dimension reduction-based surrogate modeling

We propose a surrogate modeling framework based on dimension reduction to facilitate the quantification of seismic risk of structural systems in performance-based earthquake engineering. The framework adopts incremental dynamic analysis (IDA) for addressing hazard variability, and promotes significant computational efficiency improvement for propagating epistemic uncertainties associated with the structural models. It utilizes both linear and nonlinear dimension reduction approaches, equipped with inverse mappings, to learn a functional between the input parameter space (e.g., the epistemic uncertainties of the structure) to the high-dimensional output space created through the IDA implementation across different ground motions and seismic intensity levels. Polynomial chaos expansion is adopted as the surrogate model to learn this functional in the reduced space. A nine-story steel moment-resisting frame with uncertain structural properties is used as a testbed. We select the seismic fragility curves as a measure of the structure’s seismic performance, since it provides an estimate of the probability of entering specified damage states for given levels of ground shaking.

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来源期刊
Bulletin of Earthquake Engineering
Bulletin of Earthquake Engineering 工程技术-地球科学综合
CiteScore
8.90
自引率
19.60%
发文量
263
审稿时长
7.5 months
期刊介绍: Bulletin of Earthquake Engineering presents original, peer-reviewed papers on research related to the broad spectrum of earthquake engineering. The journal offers a forum for presentation and discussion of such matters as European damaging earthquakes, new developments in earthquake regulations, and national policies applied after major seismic events, including strengthening of existing buildings. Coverage includes seismic hazard studies and methods for mitigation of risk; earthquake source mechanism and strong motion characterization and their use for engineering applications; geological and geotechnical site conditions under earthquake excitations; cyclic behavior of soils; analysis and design of earth structures and foundations under seismic conditions; zonation and microzonation methodologies; earthquake scenarios and vulnerability assessments; earthquake codes and improvements, and much more. This is the Official Publication of the European Association for Earthquake Engineering.
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