The earthquake ground motion, or acceleration time history, caused by an earthquake event, is an earthquake acceleration wave that can be utilized as a basis to design earthquake-resistant civil engineering buildings. The earthquake acceleration time history is needed as a basis to determine the earthquake loading for the building structure design. A time history can be developed from recorded data using spectral matching software. In this process, the response spectra of the recorded time history are matched to a specific target spectrum. The target spectrum is developed based on the Indonesian National Standard known as SNI 2012 (SNI code). The response spectra derived from this standard are referred to as the design response spectrum. These response spectra adopted by the SNI code are based on the ASCE code from the US. Two spectral matching software programs, namely Seismomatch and Specmatch, are employed for this purpose. In this study, both of software programs are utilized to match the response spectra of a time history to a predefined response spectrum. The results of the matching process indicate that Seismomatch does not produce a satisfactory match between the response spectra of the time history and the target spectrum, whereas Specmatch provides a matching result where the response spectra of the time history nearly perfectly align with the target spectrum.
| Published in | American Journal of Civil Engineering (Volume 12, Issue 4) |
| DOI | 10.11648/j.ajce.20241204.13 |
| Page(s) | 129-138 |
| 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), 2024. Published by Science Publishing Group |
Software, Time History, Spectral Matching, Response Spectra
| [1] | L. Makrup, “Change the frequency characteristics of the earthquake acceleration wave by fourier analysis,” Int. J. Civ. Eng. Technol., vol. 8, pp. 1045–1055, Dec. 2017. |
| [2] | A. S. Nikolaou, A GIS Platform for Earthquake Risk Analysis. State University of New York at Buffalo, 1998. |
| [3] | C. Carlson, D. Zekkos, and J. McCormick, “Impact of time and frequency domain ground motion modification on the response of a SDOF system,” Earthquakes Struct., vol. 7, pp. 1283–1301, Dec. 2014, |
| [4] | M. Ergün and Ş. Ateş, “Selecting and scaling ground motion time histories according to Eurocode 8 and ASCE 7-05,” Earthquakes Struct., vol. 5, Aug. 2013, |
| [5] | R. Wood and T. Hutchinson, “Effects of ground motion scaling on nonlinear higher mode building response,” Earthquakes Struct., vol. 3, Dec. 2012, |
| [6] | Z. Bayati and M. Soltani, “Ground motion selection and scaling for seismic design of RC frames against collapse,” Earthquakes Struct., vol. 11, pp. 445–459, Sep. 2016, |
| [7] | F. Pavel and R. Vacareanu, “Scaling of ground motions from Vrancea (Romania) earthquakes,” Earthquakes Struct., vol. 11, pp. 505–516, Sep. 2016, |
| [8] | L. Makrup, “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., vol. 4, no. 6, p. 298, Jan. 2016, |
| [9] | L. Makrup, “Generating Design Ground Motion by Probabilistic Seismic Hazard Analysis and Code,” Electron. J. Geotech. Eng., vol. 22, no. Bundle 5, 2017. |
| [10] | L. Makrup and Y. Muntafi, “Artificial ground motion for the cities of semarang and solo indonesia generated based on probabilistic seismic hazard analysis and spectral matching,” Electron. J. Geotech. Eng., vol. 21, pp. 6587–6602, Jan. 2016. |
| [11] | L. Makrup, B. Sunardi, and Y. Muntafi, “Design accelerograms by time and frequency domain matching based on seismic hazard in sorowako field of Sulawesi Island, Indonesia,” Electron. J. Geotech. Eng., vol. 21, pp. 6629–6644, Jan. 2016. |
| [12] | W. Pawirodikromo, L. Makrup, M. Teguh, and M. Anggit, “Bidirectional and Directivity Effect Identifications of Synthetic Ground Motions At Selected Site in Yogyakarta City, Indonesia,” Int. J. Civ. Eng. Technol., vol. 10, no. 11, pp. 149–166, 2019. |
| [13] | E. Saputra and L. Makrup, “Deagregasi Hazard Dan Rekomendasi Ground Motion Sintetik Di Provinsi Riau,” AGREGAT, vol. 6, no. 1 SE-Articles, May 2021, |
| [14] | W. Erlangga, L. Makrup, M. Musthofa, and Suharyatmo, “Evaluasi struktur gedung Fakultas Hukum Universitas Islam Indonesia Berdasarkan Percepatan Gempa menggunakan Konsep Probabilistik,” Teknisia, vol. 27, no. 1 SE-Articles, pp. 34–45, Jun. 2022, |
| [15] | D. A. W. W. Pratiwi, L. Makrup, and I. Setiawan, “The Structural Dynamic Evaluation of Wadaslintang Dam to the Earthquake Acceleration Based on Indonesian Seismic Code 2019,” Am. J. Civ. Eng., vol. 10, no. 3, pp. 125–134, 2022, |
| [16] | A. Marzuko, L. Makrup, and M. R. Abdurrazak, “The Effect of the Soil Response to the Change of the Frequency Characteristic of the Earthquake Ground Motions,” Am. J. Civ. Eng., vol. 10, no. 4, pp. 145–152, 2022, |
| [17] | L. Makrup, E. Saputra, and B. Suryo, “Development of the Amplification Factor Fa and Fv map based on the Earthquake Acceleration Map on ground surface and in Base Rock and Seismic Code,” Curr. Trends Civ. Struct. Eng., pp. 1–12, 2023, |
APA Style
Artati, H. K., Makrup, L., Jafar, Pranowo. (2024). Result Comparison of Spectral Matching Between Seismomatch and Specmatch Computer Program. American Journal of Civil Engineering, 12(4), 129-138. https://doi.org/10.11648/j.ajce.20241204.13
ACS Style
Artati, H. K.; Makrup, L.; Jafar; Pranowo. Result Comparison of Spectral Matching Between Seismomatch and Specmatch Computer Program. Am. J. Civ. Eng. 2024, 12(4), 129-138. doi: 10.11648/j.ajce.20241204.13
Share This Article
Twitter
Linked In
Facebook
Copy
Download@article{10.11648/j.ajce.20241204.13,
author = {Hanindya Kusuma Artati and Lalu Makrup and Jafar and Pranowo},
title = {Result Comparison of Spectral Matching Between Seismomatch and Specmatch Computer Program
},
journal = {American Journal of Civil Engineering},
volume = {12},
number = {4},
pages = {129-138},
doi = {10.11648/j.ajce.20241204.13},
url = {https://doi.org/10.11648/j.ajce.20241204.13},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20241204.13},
abstract = {The earthquake ground motion, or acceleration time history, caused by an earthquake event, is an earthquake acceleration wave that can be utilized as a basis to design earthquake-resistant civil engineering buildings. The earthquake acceleration time history is needed as a basis to determine the earthquake loading for the building structure design. A time history can be developed from recorded data using spectral matching software. In this process, the response spectra of the recorded time history are matched to a specific target spectrum. The target spectrum is developed based on the Indonesian National Standard known as SNI 2012 (SNI code). The response spectra derived from this standard are referred to as the design response spectrum. These response spectra adopted by the SNI code are based on the ASCE code from the US. Two spectral matching software programs, namely Seismomatch and Specmatch, are employed for this purpose. In this study, both of software programs are utilized to match the response spectra of a time history to a predefined response spectrum. The results of the matching process indicate that Seismomatch does not produce a satisfactory match between the response spectra of the time history and the target spectrum, whereas Specmatch provides a matching result where the response spectra of the time history nearly perfectly align with the target spectrum.
},
year = {2024}
}
TY - JOUR T1 - Result Comparison of Spectral Matching Between Seismomatch and Specmatch Computer Program AU - Hanindya Kusuma Artati AU - Lalu Makrup AU - Jafar AU - Pranowo Y1 - 2024/08/20 PY - 2024 N1 - https://doi.org/10.11648/j.ajce.20241204.13 DO - 10.11648/j.ajce.20241204.13 T2 - American Journal of Civil Engineering JF - American Journal of Civil Engineering JO - American Journal of Civil Engineering SP - 129 EP - 138 PB - Science Publishing Group SN - 2330-8737 UR - https://doi.org/10.11648/j.ajce.20241204.13 AB - The earthquake ground motion, or acceleration time history, caused by an earthquake event, is an earthquake acceleration wave that can be utilized as a basis to design earthquake-resistant civil engineering buildings. The earthquake acceleration time history is needed as a basis to determine the earthquake loading for the building structure design. A time history can be developed from recorded data using spectral matching software. In this process, the response spectra of the recorded time history are matched to a specific target spectrum. The target spectrum is developed based on the Indonesian National Standard known as SNI 2012 (SNI code). The response spectra derived from this standard are referred to as the design response spectrum. These response spectra adopted by the SNI code are based on the ASCE code from the US. Two spectral matching software programs, namely Seismomatch and Specmatch, are employed for this purpose. In this study, both of software programs are utilized to match the response spectra of a time history to a predefined response spectrum. The results of the matching process indicate that Seismomatch does not produce a satisfactory match between the response spectra of the time history and the target spectrum, whereas Specmatch provides a matching result where the response spectra of the time history nearly perfectly align with the target spectrum. VL - 12 IS - 4 ER -
Department of Civil Engineering, Islamic University of Indonesia, Yogyakarta, Indonesia
Department of Civil Engineering, Islamic University of Indonesia, Yogyakarta, Indonesia
Department of Civil Engineering, Islamic University of Indonesia, Yogyakarta, Indonesia
Department of Civil Engineering, Islamic University of Indonesia, Yogyakarta, Indonesia
