Natural Frequencies Evaluation on Partially Damaged Building using Ambient Vibration Technique

• Published in: Journal of physics. Conference series 2018-04, Vol.995 (1), p.12120
• Main Authors: Kamarudin, A F, Zainal Abidin, M H, Daud, M E, Md Noh, M S, Madun, A, Ibrahim, A, Matarul, J, Mokhatar, S N
• Format: Article
• Language: English
• Subjects: Amplitudes; Bending; Earthquake damage; Ground motion; Physics; Resonant frequencies; Retaining walls; Seismographs; Spectra; Vibration measurement
• ISSN: 1742-6588; 1742-6596
• DOI: 10.1088/1742-6596/995/1/012120

Severe damages observed on the school blocks, roads, retaining walls and drainage within the compound of SMK Kundasang Sabah possibly due to the ground movements triggered by the Ranau earthquake in 1991. Ambient vibration measurements were carried on the remaining demolished 3-storey building which partially damaged in order to measure the predominant building frequencies using tri-axial 1 Hz seismometer sensors. Popular methods of Horizontal-to-vertical spectral ratios (HVSR) and Fourier amplitude spectra (FAS) were used to compute the ambient vibration wave fields of each building axes (Transverse or North-South (NS), Longitudinal or East-West (EW) and vertical) into Fourier spectra. Two main modes of translation and torsion were observed from the peaks frequencies obtained at 2.99 to 3.10 Hz (1st mode), 4.85 Hz (2nd mode) and 5.63 to 5.85 Hz (3rd mode). The building experiencing translation modes of bending and shear in the NS and EW directions. It could be seen when the amplitudes tends to increase when the floor are increased. Meanwhile, the torsional bending mode is expected to occur when the deformation amplitudes are found to be increasing horizontally, when moving into partially structural damaged section located on the East wing of building.