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.
DOI | 10.11648/j.ajce.20160406.15 |
Published in | American Journal of Civil Engineering (Volume 4, Issue 6, November 2016) |
Page(s) | 298-305 |
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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. |
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Copyright © The Author(s), 2024. Published by Science Publishing Group |
Seismic Hazard, Response Spectra, Amplification, Time Domain, Acceleration Ground Motion
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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
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
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
@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://download.sciencepg.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} }
TY - JOUR T1 - The Earthquake Ground Motion and Response Spectra Design for Sleman, Yogyakarta, Indonesia with Probabilistic Seismic Hazard Analysis and Spectral Matching in Time Domain AU - Lalu Makrup AU - Atika Ulfa Jamal Y1 - 2016/09/29 PY - 2016 N1 - https://doi.org/10.11648/j.ajce.20160406.15 DO - 10.11648/j.ajce.20160406.15 T2 - American Journal of Civil Engineering JF - American Journal of Civil Engineering JO - American Journal of Civil Engineering SP - 298 EP - 305 PB - Science Publishing Group SN - 2330-8737 UR - https://doi.org/10.11648/j.ajce.20160406.15 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 IS - 6 ER -