用于结构随机地震分析中点选择的 CF 差分部分分解切割法

IF 5.7 1区 工程技术 Q1 ENGINEERING, CIVIL
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引用次数: 0

摘要

概率密度演化法因其在对参数不确定的结构进行随机地震响应分析时的有效性而闻名。在该方法中,点选择策略(尤其是在高维问题中)对于实现精度和效率之间的平衡至关重要。本文提出了一种新颖的选点方法,旨在捕捉结构动力系统的概率响应。该方法首先在一个单位立方体内生成一个初始统一点集,使用一种改进的具有大数量规模的数论方法。然后,它采用部分分解切割法,从这个初始均匀点集中选择少量样本,随后将这些样本按比例放大到单位立方体,作为代表点。然后将这些代表点转换到原始随机变量空间,并计算相应的分配概率。为提高准确性,提出了一种基于特征函数的差异法,并将其应用于在原始随机变量空间中重新排列代表点。通过两个数值示例以及与蒙特卡罗模拟和其他可比点集的结果比较,证明了该方法的有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A partial decomposition cutting method with CF-discrepancy for points selection in stochastic seismic analysis of structures

The probability density evolution method is renowned for its effectiveness in conducting stochastic seismic response analyses of structures with uncertain parameters. Within this method, the points selection strategy, particularly in high-dimensional problems, is of paramount importance to achieving a balance between accuracy and efficiency. This paper proposes a novel point selection method designed to capture the probabilistic response of structural dynamic systems. The method starts by generating an initial uniform point set within a unit cube, using an improved number-theoretical method with a large number size. It then employs a partial decomposition cutting method to select a small number of samples from this initial uniform point set, which are subsequently scaled to the unit cube to serve as the representative points. These representative points are then transformed into the original random-variate space, and the corresponding assigned probabilities are computed accordingly. To enhance accuracy, a characteristic function-based discrepancy is proposed and applied to rearrange the representative points in the original random-variate space. The effectiveness of this method is demonstrated through two numerical examples, along with comparisons to results obtained using Monte Carlo Simulation and other comparable point sets.

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来源期刊
Structural Safety
Structural Safety 工程技术-工程:土木
CiteScore
11.30
自引率
8.60%
发文量
67
审稿时长
53 days
期刊介绍: Structural Safety is an international journal devoted to integrated risk assessment for a wide range of constructed facilities such as buildings, bridges, earth structures, offshore facilities, dams, lifelines and nuclear structural systems. Its purpose is to foster communication about risk and reliability among technical disciplines involved in design and construction, and to enhance the use of risk management in the constructed environment
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