Numerical Assessment of Building Vibration Techniques Using Laboratory Models
Elrayes, M., Sallam, E., Abdel-Galil, E. (2022). Numerical Assessment of Building Vibration Techniques Using Laboratory Models. EKB Journal Management System, 26(1), 57-67. doi: 10.21608/pserj.2021.67135.1099
moataz Elhusseiny Elrayes; Ezzat Sallam; Emad Abdel-Galil. "Numerical Assessment of Building Vibration Techniques Using Laboratory Models". EKB Journal Management System, 26, 1, 2022, 57-67. doi: 10.21608/pserj.2021.67135.1099
Elrayes, M., Sallam, E., Abdel-Galil, E. (2022). 'Numerical Assessment of Building Vibration Techniques Using Laboratory Models', EKB Journal Management System, 26(1), pp. 57-67. doi: 10.21608/pserj.2021.67135.1099
Elrayes, M., Sallam, E., Abdel-Galil, E. Numerical Assessment of Building Vibration Techniques Using Laboratory Models. EKB Journal Management System, 2022; 26(1): 57-67. doi: 10.21608/pserj.2021.67135.1099

Numerical Assessment of Building Vibration Techniques Using Laboratory Models

Port-Said Engineering Research Journal
Article 6, Volume 26, Issue 1, March 2022, Page 57-67  XML PDF (1.79 MB)
Document Type: Original Article
DOI: 10.21608/pserj.2021.67135.1099
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Authors
moataz Elhusseiny Elrayes email orcid 1; Ezzat Sallamorcid 2; Emad Abdel-Galil3
1Civil Engineering, Faculty of engineering, Portsaid University, Portsaid, Egypt
2Assistant Professor of Concrete Structures, Faculty of Engineering, Port Said University, Port Said, Egypt
3Professor of concrete structures, Faculty of Engineering, Port Said University, Egypt,
Abstract
Experimental Modal Analysis (EMA) is one of the most attractive engineering fields nowadays, which specifies in the studies of modal parameters of existing small buildings under forced vibrations. This study aims to experimentally validate the modal parameters by comparing results obtained from accelerometers with those measured using Linear Variable Differential Transformer (LVDT). Numerical methods such as Fourier transform, peak-picking, and the frequency domain decomposition (FDD) technique were used for modal parameters extraction and validation. Finite element modeling of the laboratory model, including the support flexibility, was investigated. In addition, a novel method for modal parameters' identification from the decomposed modal responses recorded by LVDT, was introduced. The experimental results showed that the natural frequencies obtained are in good agreement with the finite element method (FEM) and numerical methods. The validity of the proposed method paves the way for more effective output-only modal identification for the assessment of existing concrete buildings
Keywords
Experimental Modal Analysis; Operational Modal Analysis; Impact Testing; FDD; LVDT
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