Effect of response surface parameter variation on structural reliability estimates

被引:200
|
作者
Guan, XL [1 ]
Melchers, RE [1 ]
机构
[1] Univ Newcastle, Dept Civil Surveying & Environm Engn, Callaghan, NSW 2308, Australia
关键词
Monte Carlo; simulation; response surface; probability; instability;
D O I
10.1016/S0167-4730(02)00013-9
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the reliability estimation of complex structures, response surface methodology has been suggested as a way to estimate the actual but implicit limit state function. Typically the response surface is constructed from a polynomial function and fitted to the implicit function at a number of points. The location of these points has been noted as being an issue but the effect of varying their location has had little attention in the literature. In the present paper some simple examples are used to indicate possible effects. It is noted that the probability can be both under- and over-estimated, depending on the choice of points, but that no clear guidance for point selection can be given in any one case. A particularly disturbing feature is that for some types of problems there can be instability in the probability estimate as the location of the points is changed. This is demonstrated through a previously well-discussed example. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:429 / 444
页数:16
相关论文
共 50 条
  • [1] Structural response and reliability estimates: Slepian model approach
    van de Lindt, JW
    Niedzwecki, JM
    [J]. JOURNAL OF STRUCTURAL ENGINEERING, 2005, 131 (10) : 1620 - 1628
  • [2] A novel response surface method for structural reliability
    Yang, Ruigang
    Li, Wenzhao
    Liu, Yuzhen
    [J]. AIP ADVANCES, 2022, 12 (01)
  • [3] Response surface estimates of stationarity tests with a structural break
    Presno, MJ
    López, AJ
    [J]. ECONOMICS LETTERS, 2003, 78 (03) : 395 - 399
  • [4] Interval Estimates of Structural Reliability
    Zhang, Hao
    Mullen, Robert L.
    Muhanna, Rafi L.
    [J]. REC 2010: PROCEEDINGS OF THE 4TH INTERNATIONAL WORKSHOP ON RELIABLE ENGINEERING COMPUTING: ROBUST DESIGN - COPING WITH HAZARDS, RISK AND UNCERTAINTY, 2010, : 386 - 395
  • [5] Improved response surface method for structural reliability analysis
    School of Civil and Hydraul. Eng., Dalian Univ. of Technol., Dalian 116024, China
    [J]. Dalian Ligong Daxue Xuebao, 2007, 1 (57-60):
  • [6] A New Response Surface Method for Structural Reliability Analysis
    Li, Guangbo
    Meng, Guangwei
    Li, Feng
    Zhou, Liming
    [J]. ADVANCES IN MANUFACTURING SCIENCE AND ENGINEERING, PTS 1-4, 2013, 712-715 : 1506 - 1509
  • [7] Application of Stochastic Response Surface Method in the Structural Reliability
    Ying, Liu
    [J]. 2012 INTERNATIONAL CONFERENCE ON MODERN HYDRAULIC ENGINEERING, 2012, 28 : 661 - 664
  • [8] Assessing the effect of model missspecifications on parameter estimates in structural equation models
    Yuan, KH
    Marshall, LL
    Bentler, PM
    [J]. SOCIOLOGICAL METHODOLOGY, VOL 33, 2003, 33 : 241 - 265
  • [9] Effect on structural reliability of uncertain estimates of characteristic extreme wind loads
    Reid, S. G.
    Naess, A.
    [J]. INSIGHTS AND INNOVATIONS IN STRUCTURAL ENGINEERING, MECHANICS AND COMPUTATION, 2016, : 662 - 668
  • [10] Structural reliability estimates by Slepian models
    Grigoriu, M.
    [J]. CURRENT PERSPECTIVES AND NEW DIRECTIONS IN MECHANICS, MODELLING AND DESIGN OF STRUCTURAL SYSTEMS, 2022, : 1373 - 1377