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The Earthquake Ground Motion and Response Spectra Design for Sleman, Yogyakarta, Indonesia with Probabilistic Seismic Hazard Analysis and Spectral Matching in Time Domain

Received: 1 September 2016     Accepted: 10 September 2016     Published: 29 September 2016
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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.

Published in American Journal of Civil Engineering (Volume 4, Issue 6)
DOI 10.11648/j.ajce.20160406.15
Page(s) 298-305
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2016. Published by Science Publishing Group

Keywords

Seismic Hazard, Response Spectra, Amplification, Time Domain, Acceleration Ground Motion

References
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[2] Boore D. M. dan Atkinson G. M. (2007), Ground Motion Relations for Geometric Mean Horizontal Component of Peak and Spectral Ground Motion Parameters, PEER Report 2007, Pacific Earthquake Engineering Research Center, College of Engineering University of California, Berkeley, May 2007, California, USA.
[3] Gutenberg, B. and Richter, C., Frequency of Earhquakes in California, Bull. Seismol. Soc. Am., Vol. 34, 1944, pp. 185–188.
[4] Kramer S. L. (1996), Geotechnical Earthquake Engineering. Prentice Hall: New Jersey.
[5] Makrup L. 2009. Pengembangan Peta Deagregasi Hazard untuk Indonesia Melalui Pembuatan Software dengan Pemodelan Sumber Gempa Tiga Dimensi, Dissertation, Institute of Technology Bandung, Indonesia.
[6] Makrup L., Irsyam M, Sengara I. W, and Hendriyawan (2015). Numerical Solution of the Total Probability Theorem in a Three Diensional Earthquake Source Domain for Developing Seismic Hazard Map and Hazard Spectrum, American Journal of Civil Engineering and Architecture, 2015, Vol. 3, No. 5, 158-164, DOI:10.12691/ajcea-3-5-2.
[7] McGuire, (1996). R. K., Probabilistic Seismic Hazard Analysis and Design Earthquakes: Closing the Loop, Bull. Seismol. Soc. Am., Vol. 85, no. 5, 1995, pp. 1275-1284.
[8] Nicolaou.A. S. (1998), A GIS Platform for Earthquake Risk Analysis. A dissertation submitted to the Faculty of the Graduate School of State University of New York at Buffalo USA in partial fulfillment of the requirement for the degree of Doctor of Philosophy, August.
[9] Petersen M. D., Harmsen S., Mueller C., Haller K., Dewey J., Luco N., Crone A., Rukstales K., dan Lidke D., (2008), Probabilistic seismic hazard for Sooutheast Assia. International Conference of Earthquake Engineering and Disaster Mitigation, Jakarta, April 14, 15, 2008.
[10] Sadigh K., Chang C. Y., Egan J. A., Makdisi F., dan Young R. R., (1997), Attenuation Relationships for shallow Crustal Earthquake Based on California Strong Motion Data, Seismological Research Letters, Volume 68 Januari/Pebruary 1997, Seismological Society of America.
[11] UBC (1997), Uniform Building CodeTM, Volume 2, Structural Engineering Design Provisions, International Conference of Building Officials, 5360 WORKMAN MILL ROAD, WHITTIER, CALIFORNIA 90601-2298, PRINTED IN USA
[12] Well D. L. and Coppersmith (1994), New Empirical Relation Among Magnitude, Rupture Length, Rupture Width, Rupture Area, and Surface Displacement, Bulletin of Seismological Society of America, Vol. 84, No.4, pp. 974-1002.
[13] Youngs, R. R., Chiou, S. J, dan Silva W. J., (1997), Strong Ground Motion Attenuation Relationships for Subduction Zone Earthquakes, Seismological Research Letters, Volume 68 Januari/Pebruary 1997, Seismological Society of America.
[14] Youngs, R. R. dan Coppersmith, K. J. (1985), Implications of Fault Slip Rates and Earthquake Recurrence Models to probabilistic Seismic Hazard Estimates, Bulletin of the Seismological Society of America, Vol. 75, No. 4, pp. 939-964.
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  • APA Style

    Lalu Makrup, Atika Ulfa Jamal. (2016). 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, 4(6), 298-305. https://doi.org/10.11648/j.ajce.20160406.15

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    ACS Style

    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. Am. J. Civ. Eng. 2016, 4(6), 298-305. doi: 10.11648/j.ajce.20160406.15

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    AMA Style

    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. Am J Civ Eng. 2016;4(6):298-305. doi: 10.11648/j.ajce.20160406.15

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  • @article{10.11648/j.ajce.20160406.15,
      author = {Lalu Makrup and Atika Ulfa Jamal},
      title = {The Earthquake Ground Motion and Response Spectra Design for Sleman, Yogyakarta, Indonesia with Probabilistic Seismic Hazard Analysis and Spectral Matching in Time Domain},
      journal = {American Journal of Civil Engineering},
      volume = {4},
      number = {6},
      pages = {298-305},
      doi = {10.11648/j.ajce.20160406.15},
      url = {https://doi.org/10.11648/j.ajce.20160406.15},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20160406.15},
      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.},
     year = {2016}
    }
    

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    AB  - 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.
    VL  - 4
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Author Information
  • Department of Civil Engineering, Islamic University of Indonesia, Yogyakarta, Indonesia

  • Department of Civil Engineering, Islamic University of Indonesia, Yogyakarta, Indonesia

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