Volume 13, Issue 4 (10-2023)
IJOCE 2023, 13(4): 391-411 |
Back to browse issues page
Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
Mohamadinasab M, Ghodarti Amiri G, Mohamadi Dehcheshmeh M. STRUCTURAL DAMAGE DETECTION OF SYMMETRIC AND ASYMMETRIC STRUTURES USING DIFFERENT OBJECTIVE FUNCTIONS AND MULTIVERSE OPTIMIZER. IJOCE 2023; 13 (4) :391-411
URL: http://ijoce.iust.ac.ir/article-1-563-en.html
URL: http://ijoce.iust.ac.ir/article-1-563-en.html
1- School of Civil Engineering, Iran University of Science and Technology, Tehran, Iran
2- Natural Disasters Prevention Research Center, School of Civil Engineering, Iran University of Science & Technology, Tehran, Iran
3- Department of Civil Engineering, Shahrekord Branch, Islamic Azad University, Shahrekord, Iran
2- Natural Disasters Prevention Research Center, School of Civil Engineering, Iran University of Science & Technology, Tehran, Iran
3- Department of Civil Engineering, Shahrekord Branch, Islamic Azad University, Shahrekord, Iran
Abstract: (8857 Views)
Most structures are asymmetric due to functionality requirements and limitations. This study investigates the effect of asymmetry on damage detection. For this purpose, the asymmetry has been applied to models by considering different spans’ length and also different geometry properties for the section of members. Two types of structures comprising symmetric and asymmetric truss and frame have been modeled considering multiple damage scenarios and noise-contaminated data. Three objective functions based on flexibility matrix, natural frequency and modal frequency are proposed. These objective functions are optimized utilizing multiverse optimizer (MVO). For the symmetric models using limited modal data, flexibility-based objective function has the most accurate results, while by increasing the number of mode shapes, its accuracy reduced. Among asymmetric models of truss, damage detection results of the model is more accurate than those of its symmetric pair. Between asymmetric models of frame, the results obtained from frames which have only different spans’ length are more precise than those of the symmetric model. This is while frequency-based objective functions have their least accurate results for the frame model having asymmetry only in the section properties of its elements.
Keywords: structural health monitoring, asymmetric structures, flexibility matrix, natural frequencies, multiverse optimizer.
Type of Study: Research |
Subject:
Applications
Received: 2023/06/9 | Accepted: 2023/10/18 | Published: 2023/10/18
Received: 2023/06/9 | Accepted: 2023/10/18 | Published: 2023/10/18
Send email to the article author
| Rights and permissions | |
 | This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License. |
