Citation

Singh JP, Agarwal P, Kumar A, Thakkar SK. J. Earthq. Eng. 2014; 18(3): 444-457.

Copyright

(Copyright © 2014, Informa - Taylor and Francis Group)

DOI

10.1080/13632469.2013.856823

PMID

unavailable

Abstract

Modal parameters of an instrumented multi-storied reinforced concrete building (G +9) have been studied using strong motion records of Bhuj Earthquake, 2001. The Ambient Vibration Testing (AVT) is also conducted to measure the modal parameters of the same building under ambient environmental forces. Frequency Domain Decomposition (FDD) or Peak Picking (PP) in frequency domain and Stochastic Subspace Identification (SSI) technique in time domain is used for extracting the modal parameters. The observed natural frequencies during strong motion are smaller than the ambient vibration testing. The difference in the frequencies may be caused by interaction between structure and soil due to high level of strain during strong motion earthquake. The modal pattern of first five modes obtained from strong motion records and ambient vibration records are identical.