Research on Complex Structures Reliability Analysis using Improved Response Surface Method

被引:1
|
作者
Cheng, Ye [1 ]
Zhou, Cui Ying [1 ]
Xie, Jin Rong [1 ]
Huang, Lin Chong [1 ]
Wen, Jian Hue [1 ]
机构
[1] Sun Yat Sen Univ, Sch Engn, Guangzhou 510275, Guangdong, Peoples R China
来源
关键词
Reliability; Response Surface Method; Monte Carlo Sampling; Checking Point;
D O I
10.4028/www.scientific.net/AMR.199-200.538
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Response surface methods are often used to solve reliability analysis problems of complex engineering structure. But the solved reliability index of these methods is mostly geometric reliability. Some errors exist in geometric reliability index compared with the reliability in practical engineering which need to be improved. The importance sampling method in V-space was lead into this paper to transform the basic random variable space to V-space by Rosenblatt transformation and linear orthogonal transformation basing on the designed checking points and its nearby response surface, the complex structure reliability value was solved out by using Monte Carlo importance sampling method. The comparative analysis of several numerical examples' results have showed that the method put forward in this paper is of high precision and suitable for the reliability solution of complex structures with strong nonlinear performance function.
引用
收藏
页码:538 / 542
页数:5
相关论文
共 50 条
  • [1] An improved response surface method for reliability analysis of structures
    Basaga, Hasan Basri
    Bayraktar, Alemdar
    Kaymaz, Irfan
    STRUCTURAL ENGINEERING AND MECHANICS, 2012, 42 (02) : 175 - 189
  • [2] Improved Adaptive Response Surface Method for Reliability Analysis of Structures
    Roy, Atin
    Chakraborty, Subrata
    RELIABILITY, SAFETY AND HAZARD ASSESSMENT FOR RISK-BASED TECHNOLOGIES, 2020, : 369 - 379
  • [3] Reliability analysis of structures by iterative improved response surface method
    Goswami, Somdatta
    Ghosh, Shyamal
    Chakraborty, Subrata
    STRUCTURAL SAFETY, 2016, 60 : 56 - 66
  • [4] Improved response surface method for structural reliability analysis
    School of Civil and Hydraul. Eng., Dalian Univ. of Technol., Dalian 116024, China
    Dalian Ligong Daxue Xuebao, 2007, 1 (57-60):
  • [5] Reliability analysis of Runyang suspension bridge using improved response surface method
    Deng, Yang
    Li, Aiqun
    Ding, Youliang
    Liu, Yi
    PROCEEDINGS OF INTERNATIONAL CONFERENCE ON HEALTH MONITORING OF STRUCTURE, MATERIALS AND ENVIRONMENT, VOLS 1 AND 2, 2007, : 771 - 776
  • [6] Structural reliability analysis using response surface method with improved genetic algorithm
    Fang, Yongfeng
    Teea, Kong Fah
    STRUCTURAL ENGINEERING AND MECHANICS, 2017, 62 (02) : 139 - 142
  • [7] Reliability analysis of structures using stochastic response surface method and saddlepoint approximation
    Huang, Xianzhen
    Liu, Yang
    Zhang, Yimin
    Zhang, Xufang
    STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2017, 55 (06) : 2003 - 2012
  • [8] Reliability analysis of structures using stochastic response surface method and saddlepoint approximation
    Xianzhen Huang
    Yang Liu
    Yimin Zhang
    Xufang Zhang
    Structural and Multidisciplinary Optimization, 2017, 55 : 2003 - 2012
  • [9] Reliability Analysis of Evacuation B Improved Response Surface Method
    Wang, Xiaowen
    Song, Zhigang
    PROCEEDINGS OF THE 2ND INTERNATIONAL CONFERENCE ON ELECTRONIC & MECHANICAL ENGINEERING AND INFORMATION TECHNOLOGY (EMEIT-2012), 2012, 23
  • [10] An improved adaptive response surface method for structural reliability analysis
    Ji Liu
    Yun Li
    Journal of Central South University, 2012, 19 : 1148 - 1154