Finite element model calibration of precast structures using ambient vibrations. (15th September 2015)

• Record Type: Journal Article
• Authors: Osmancikli, Gökhan; Bayraktar, Alemdar; Türker, Temel; Uçak, Şenay; Mosallam, Ayman
• Is Part Of: Construction & building materials. Volume 93(2015)
• Page Start: 10
• Page End: 21
• Publication Date: 2015-09-15
• Subjects: Precast structures -- Operational Modal Analysis -- Finite element model calibration -- Semi-rigid connections -- Ambient vibration test; Building materials -- Periodicals; 624.18
• DOI: 10.1016/j.conbuildmat.2015.05.096
• Languages: English
• ISSNs: 0950-0618

Abstract

Highlights: The fem calibration of precast structures was investigated by AVT. The experimental measurements were carried out by OMA method. Analytical and experimental dynamic characteristics were compared. The initial fem were updated by changing stiffness coefficients of the joints. Abstract: In this paper, the finite element model calibration of precast structures was investigated by considering ambient vibration test results. Two precast structures, an overpass and a precast production facility, were selected for investigation. The initial finite element models of these structures were developed by using SAP2000 software and the initial dynamic characteristics were determined. The experimental measurements were carried out by Operational Modal Analysis method under ambient vibrations, such as wind and traffic loads, and the exact dynamic characteristics were identified experimentally. During the ambient vibration tests, structural responses were measured on different points of these precast structures. Measurement time, frequency span and effective mode number were determined by the pretest investigations. The modal parameters were extracted from the collected signals by Enhanced Frequency Domain Decomposition and Stochastic Subspace Identification techniques. At the end of the study, the analytical and experimental dynamic characteristics were compared with each other and the initial finite element models of these structures were updated by changing the stiffness coefficients of the connection joints.