Volume 4, Number 2 (6-2014)                   2014, 4(2): 207-231 | Back to browse issues page


XML Print


Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:

Sarvi F, Shojaee S, Torkzadeh P. DAMAGE IDENTIFICATION OF TRUSSES BY FINITE ELEMENT MODEL UPDATING USING AN ENHANCED LEVENBERG-MARQUARDT ALGORITHM. International Journal of Optimization in Civil Engineering. 2014; 4 (2) :207-231
URL: http://ijoce.iust.ac.ir/article-1-171-en.html

Abstract:   (2217 Views)
This paper presents an efficient method for updating the structural finite element model. Model updating is performed through minimizing the difference of recorded acceleration of real damaged structure and hypothetical damaged structure, by updating physical parameters in each phase using iterative process of Levenberg-Marquardt algorithm. This algorithm is based on sensitivity analysis and provides a linear solution for nonlinear damage detection problem. The presented method is capable of detecting the exact location and ratio of structural damage in the presence of noise or incomplete data.
Full-Text [PDF 1389 kb]   (969 Downloads)    
Type of Study: Research | Subject: Applications
Received: 2014/07/2 | Accepted: 2014/07/2 | Published: 2014/07/2

© 2015 All Rights Reserved | Iran University of Science & Technology

Designed & Developed by : Yektaweb