The Earthquake Ground Motion and Response Spectra Design for Sleman, Yogyakarta, Indonesia with Probabilistic Seismic Hazard Analysis and Spectral Matching in Time Domain
American Journal of Civil Engineering
Volume 4, Issue 6, November 2016, Pages: 298-305
Received: Sep. 1, 2016; Accepted: Sep. 10, 2016; Published: Sep. 29, 2016
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Authors
Lalu Makrup, Department of Civil Engineering, Islamic University of Indonesia, Yogyakarta, Indonesia
Atika Ulfa Jamal, Department of Civil Engineering, Islamic University of Indonesia, Yogyakarta, Indonesia
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Abstract
Earthquake acceleration time history and response spectra design are needed as basis to determine the earthquake loading that can be used to design and assess the tall building and other structures. The acceleration time history and response spectra design for certain site can be acquired using the seismic hazard analysis, amplification of ground motion quantity, and spectral matching in time domain. The result is the artificial acceleration time history for a site in Sleman District, Yogyakarta, Indonesia. That time history can be utilized as a basis to design and assess the earthquake resistant building structure in the district area.
Keywords
Seismic Hazard, Response Spectra, Amplification, Time Domain, Acceleration Ground Motion
To cite this article
Lalu Makrup, Atika Ulfa Jamal, The Earthquake Ground Motion and Response Spectra Design for Sleman, Yogyakarta, Indonesia with Probabilistic Seismic Hazard Analysis and Spectral Matching in Time Domain, American Journal of Civil Engineering. Vol. 4, No. 6, 2016, pp. 298-305. doi: 10.11648/j.ajce.20160406.15
Copyright
Copyright © 2016 Authors retain the copyright of this article.
This article is an open access article distributed under the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/) which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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