Structural Engineering and Mechanics
Volume 84, Number 4, 2022, pages 489-502
DOI: 10.12989/sem.2022.84.4.489
A new multi-stage SPSO algorithm for vibration-based structural damage detection
Bahador Adel Sanjideh, Azadeh Ghadimi Hamzehkolaei, Ali Zare Hosseinzadeh and Gholamreza Ghodrati Amiri
Abstract
This paper is aimed at developing an optimization-based Finite Element model updating approach for structural damage identification and quantification. A modal flexibility-based error function is introduced, which uses modal assurance criterion to formulate the updating problem as an optimization problem. Because of the inexplicit input/output relationship between the candidate solutions and the error function's output, a robust and efficient optimization algorithm should be employed to evaluate the solution domain and find the global extremum with high speed and accuracy. This paper proposes a new multi-stage Selective Particle Swarm Optimization (SPSO) algorithm to solve the optimization problem. The proposed multi-stage strategy not only fixes the premature convergence of the original Particle Swarm Optimization (PSO) algorithm, but also increases the speed of the search stage and reduces the corresponding computational costs, without changing or adding extra terms to the algorithm's formulation. Solving the introduced objective function with the proposed multi-stage SPSO leads to a smart feedback-wise and self-adjusting damage detection method, which can effectively assess the health of the structural systems. The performance and precision of the proposed method are verified and benchmarked against the original PSO and some of its most popular variants, including SPSO, DPSO, APSO, and MSPSO. For this purpose, two numerical examples of complex civil engineering structures under different damage patterns are studied. Comparative studies are also carried out to evaluate the performance of the proposed method in the presence of measurement errors. Moreover, the robustness and accuracy of the method are validated by assessing the health of a six-story shear-type building structure tested on a shake table. The obtained results introduced the proposed method as an effective and robust damage detection method even if the first few vibration modes are utilized to form the objective function.
Key Words
damage detection; flexibility matrix; model updating; multi-stage; particle swarm optimization
Address
Bahador Adel Sanjideh: Natural Disasters Prevention Research Center, School of Civil Engineering, Iran University of Science & Technology, Tehran, Iran
Azadeh Ghadimi Hamzehkolaei: Aryan Institute of Science and Technology, Babol, Iran
Ali Zare Hosseinzadeh: Department of Structural Engineering, University of California San Diego, San Diego, CA, USA
Gholamreza Ghodrati Amiri: Natural Disasters Prevention Research Center, School of Civil Engineering, Iran University of Science & Technology, Tehran, Iran