Multisphere-based importance sampling for structural reliability

被引:14
|
作者
Thedy, John [1 ]
Liao, Kuo-Wei [1 ]
机构
[1] Natl Taiwan Univ Sci & Technol, Taipei, Taiwan
关键词
Importance sampling; Monte Carlo simulation; Structural reliability; Multisphere; SMALL FAILURE PROBABILITIES; SIMULATION METHOD; RESPONSE-SURFACE; HIGH DIMENSIONS; BENCHMARK;
D O I
10.1016/j.strusafe.2021.102099
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An innovative Importance Sampling (IS) in calculating reliability for a structural engineering problem using multiple spheres is proposed. Radial-based Importance Sampling (RBIS) builds a single sphere with its center at the origin and a radius of beta(adistance from the most probable point to the origin) to recognize the safety samples located inside the sphere. Such samples are excluded for function evaluation to reduce the computational cost. Adaptive radial-based importance sampling (ARBIS) extended RBIS with an adaptive scheme to determine the optimal radius beta. To maximize the number of safety samples, multiple spheres with various centers and radii are recommended in current study. Two types of spheres are introduced: the "origin" and "non-origin spheres". It is shown that in addition to "origin sphere", the "non-origin spheres" can exclude more safety samples. As a results, computational efficiency is significantly enhanced. Similar to RBIS, samples outside the "origin sphere" are generated in the proposed method. However, only part of these samples is evaluated by the limit state function. A simple but robust line search is adopted to determine the radius of each sphere. Effects of sphere number and locations are discussed. Robustness and efficiency of the proposed method are demonstrated by various benchmark problems. Results show that for most cases, the proposed method greatly reduces the number of function evaluation with similar accuracy and uncertainty levels compared to those of Monte Carlo Simulation (MCS), RBIS and ARBIS.
引用
收藏
页数:16
相关论文
共 50 条
  • [1] Reliability-based structural optimization using adaptive neural network multisphere importance sampling
    John Thedy
    Kuo-Wei Liao
    [J]. Structural and Multidisciplinary Optimization, 2023, 66
  • [2] Reliability-based structural optimization using adaptive neural network multisphere importance sampling
    Thedy, John
    Liao, Kuo-Wei
    [J]. STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2023, 66 (05)
  • [3] A multisphere-based support vector machine
    [J]. Zhang, H. (huaxzhang@hotmail.com), 1600, Binary Information Press, P.O. Box 162, Bethel, CT 06801-0162, United States (10):
  • [4] RADIAL IMPORTANCE SAMPLING FOR STRUCTURAL RELIABILITY
    MELCHERS, RE
    [J]. JOURNAL OF ENGINEERING MECHANICS-ASCE, 1990, 116 (01): : 189 - 203
  • [5] Metamodel-based importance sampling for structural reliability analysis
    Dubourg, V.
    Sudret, B.
    Deheeger, F.
    [J]. PROBABILISTIC ENGINEERING MECHANICS, 2013, 33 : 47 - 57
  • [6] Relaxation-based importance sampling for structural reliability analysis
    Xian, Jianhua
    Wang, Ziqi
    [J]. STRUCTURAL SAFETY, 2024, 106
  • [7] Adaptive radial-based importance sampling method for structural reliability
    Grooteman, Frank
    [J]. STRUCTURAL SAFETY, 2008, 30 (06) : 533 - 542
  • [8] Structural reliability estimation based on quasi ideal importance sampling simulation
    Yonezawa, Masaaki
    Okuda, Shoya
    Kobayashi, Hiroaki
    [J]. STRUCTURAL ENGINEERING AND MECHANICS, 2009, 32 (01) : 55 - 69
  • [9] Metamodel-Based Directional Importance Sampling for Structural Reliability Analysis
    Ye, Nan
    Lu, Zhenzhou
    Zhang, Xiaobo
    Feng, Kaixuan
    [J]. IEEE TRANSACTIONS ON RELIABILITY, 2024, 73 (01) : 463 - 477
  • [10] IMPROVING IMPORTANCE SAMPLING METHOD IN STRUCTURAL RELIABILITY
    JIN, WL
    LUZ, E
    [J]. NUCLEAR ENGINEERING AND DESIGN, 1994, 147 (03) : 393 - 401