Vibration Instrumentation in Analyzing the Dynamic Structural Behaviour

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Abstract:

Ambient vibration instrumentation is a non-destructive in-situ testing method that can be used to assess the dynamic properties of a building. By analyzing the time histories of accelerations, velocities and displacements (both instantaneous maximum values, or averaged RMS values) and applying specific evaluation criteria, we can estimate the extent of any potential damage. In 2016 and 2021, the ISIM Timisoara building underwent in-situ testing through ambient vibration measurement, using different sensor placement schemes (horizontal, vertical with an external sensor, and sensor at the last level), to accurately characterize the complex structural system. Furthermore, an analysis of the interaction between the structure and the soil is also provided. The approach outlined in the article assists in evaluating the national-level vulnerability of the built environment.

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171-179

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December 2025

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© 2025 Trans Tech Publications Ltd. All Rights Reserved

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[1] M. Celebi, Seismic instrumentation of buildings (with emphasis on Federal buildings), Special GSA/USGS Project 2002, An Administrative Report.

Google Scholar

[2] D. Lungu, A. Aldea, S. Demetriu, I.-G. Craifaleanu, Seismic strengthening of buildings and seismic instrumentation -two priorities for seismic risk reduction in Romania, Acta Geodaetica et Geophysica Hungarica, 39(2):233-258, 2004.

DOI: 10.1556/ageod.39.2004.2-3.8

Google Scholar

[3] C.F. Dobrescu, Dynamic Response of the Newton Voigt–Kelvin Modelled Linear Viscoelastic Systems at Harmonic Actions, Symmetry 2020, 12(9), 1571;.

DOI: 10.3390/sym12091571

Google Scholar

[4] P. Bratu, N. Dragan, C.F. Dobrescu, Dynamic performances of technological vibrating machines, Symmetry-Basel, Volume 14, Issue 3, 2022.

DOI: 10.3390/sym14030539

Google Scholar

[5] C.F. Dobrescu, Dynamic response of the Newton Voigt–Kelvin modelled linear viscoelastic systems at harmonic actions, Symmetry 2020, 12(9), 1571;.

DOI: 10.3390/sym12091571

Google Scholar

[6] C.S. Dragomir, D. Dobre, Processing data from vibration recordings, Proceedings of the World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium World Multidisciplinary Civil Engineering – Architecture- Urban Planning Symposium/WMCAUS, 2018, Prague, Czech RepublicWMCAUS2018.

DOI: 10.1088/1757-899X/471/5/052089

Google Scholar

[7] D. Dobre, C. S. Dragomir, Dynamic Characteristics of buildings from signal processing of ambient vibration, IOP Conf. Series: Materials Science and Engineering 245 (2017) 022087.

DOI: 10.1088/1757-899X/245/2/022087

Google Scholar

[8] C. S. Dragomir, D. Dobre, From seismic instrumentation towards disaster prevention and mitigation, IOP Conf. Ser.: Mater. Sci. Eng. 1203 032090, 2021.

DOI: 10.1088/1757-899X/1203/3/032090

Google Scholar

[9] P.-C. Fideliu, F. Vitalie, C. Pastia, S. Luca, O. Roșca, Performance analysis for an improved strategy in optimal control of civil engineering structures, IOP Conference Series: Materials Science and Engineering. 2021, 1141. 012034.

DOI: 10.1088/1757-899X/1141/1/012034

Google Scholar

[10] E. Onescu, I. Onescu, M. Mosoarca, I. Alexandru, Seismic vulnerability assessment of historical group of buildings in Timisoara city, 18th edition International Technical-Scientific – Modern Technologies for 3rd Milennium, 2019, Oradea, Romania.

DOI: 10.1016/j.engfailanal.2019.03.013

Google Scholar