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.
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页码:825 / 835
页数:11
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