A novel PSO-based algorithm for structural damage detection using Bayesian multi-sample objective function

被引:45
作者
Chen, Ze-peng [1 ,2 ]
Yu, Ling [1 ,2 ,3 ]
机构
[1] Jinan Univ, Sch Mech & Construct Engn, Guangzhou 510632, Guangdong, Peoples R China
[2] Jinan Univ, MOE Key Lab Disaster Forecast & Control Engn, Guangzhou 510632, Guangdong, Peoples R China
[3] China Three Gorges Univ, Coll Civil Engn & Architecture, Yichang 443002, Peoples R China
基金
中国国家自然科学基金;
关键词
structural damage detection; PSO-INM; multi-sample objective function; benchmark model; FUNDAMENTAL 2-STAGE FORMULATION; SYSTEM-IDENTIFICATION; PART I; MODEL;
D O I
10.12989/sem.2017.63.6.825
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Significant improvements to methodologies on structural damage detection (SDD) have emerged in recent years. However, many methods are related to inversion computation which is prone to be ill-posed or ill-conditioning, leading to low-computing efficiency or inaccurate results. To explore a more accurate solution with satisfactory efficiency, a PSO-INM algorithm, combining particle swarm optimization (PSO) algorithm and an improved Nelder-Mead method (INM), is proposed to solve multi-sample objective function defined based on Bayesian inference in this study. The PSO-based algorithm, as a heuristic algorithm, is reliable to explore solution to SDD problem converted into a constrained optimization problem in mathematics. And the multi-sample objective function provides a stable pattern under different level of noise. Advantages of multi-sample objective function and its superior over traditional objective function are studied. Numerical simulation results of a two-storey frame structure show that the proposed method is sensitive to multi-damage cases. For further confirming accuracy of the proposed method, the ASCE 4-storey benchmark frame structure subjected to single and multiple damage cases is employed. Different kinds of modal identification methods are utilized to extract structural modal data from noise-contaminating acceleration responses. The illustrated results show that the proposed method is efficient to exact locations and extents of induced damages in structures.
引用
收藏
页码:825 / 835
页数:11
相关论文
共 41 条
[1]   Fast Bayesian Ambient Modal Identification Incorporating Multiple Setups [J].
Au, S. K. ;
Zhang, F. L. .
JOURNAL OF ENGINEERING MECHANICS, 2012, 138 (07) :800-815
[2]   Fundamental two-stage formulation for Bayesian system identification, Part I: General theory [J].
Au, Siu-Kui ;
Zhang, Feng-Liang .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2016, 66-67 :31-42
[3]   A hybrid particle swarm-Nelder-Mead optimization method for crack detection in cantilever beams [J].
Baghmisheh, M. T. Vakil ;
Peimani, Mansour ;
Sadeghi, Morteza Homayoun ;
Ettefagh, Mir Mohammad ;
Tabrizi, Aysa Fakheri .
APPLIED SOFT COMPUTING, 2012, 12 (08) :2217-2226
[4]   Monitoring structural health using a probabilistic measure [J].
Beck, JL ;
Au, SK ;
Vanik, MV .
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2001, 16 (01) :1-11
[5]   A hybrid Particle Swarm Optimization - Simplex algorithm (PSOS) for structural damage identification [J].
Begambre, O. ;
Laier, J. E. .
ADVANCES IN ENGINEERING SOFTWARE, 2009, 40 (09) :883-891
[6]   A new damage index for detecting sudden change of structural stiffness [J].
Chen, B. ;
Xu, Y. L. .
STRUCTURAL ENGINEERING AND MECHANICS, 2007, 26 (03) :315-341
[7]  
Chen Z. P., 2015, INT C SWARM INT BEIJ
[8]   Bayesian Model Updating Using Hybrid Monte Carlo Simulation with Application to Structural Dynamic Models with Many Uncertain Parameters [J].
Cheung, Sai Hung ;
Beck, James L. .
JOURNAL OF ENGINEERING MECHANICS, 2009, 135 (04) :243-255
[9]   Bayesian analysis of the Phase II IASC-ASCE structural health monitoring experimental benchmark data [J].
Ching, J ;
Beck, JL .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 2004, 130 (10) :1233-1244
[10]  
Farrar C. R., 2007, PHILOS TRAN A, V365, P1