The Effect of the Soil Response to the Change of the Frequency Characteristic of the Earthquake Ground Motions

Akhmad Marzuko; Lalu Makrup; Muhammad Rifqi Abdurrazak

doi:doi:10.11648/j.ajce.20221004.11

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The Effect of the Soil Response to the Change of the Frequency Characteristic of the Earthquake Ground Motions

Akhmad Marzuko, Lalu Makrup, Muhammad Rifqi Abdurrazak

Published in American Journal of Civil Engineering (Volume 10, Issue 4)

Received: 2 July 2022 Accepted: 19 July 2022 Published: 29 July 2022

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Abstract

Generation of an artificial earthquake ground motion for specific purpose mainly to develop a ground motion time-history at the ground surface as a basis to design and assess the structure at a site due to the earthquake load, so the thing should be carried out. To see the effect of the soil response to the earthquake ground motions frequency characteristics change, then two time-histories with different frequency characteristics have been generated. The time-histories is generated in based on the one time-history in base rock result of measurement. The time history then is developed to be two time-histories with the spectral matching method in two mathematical domains namely time and frequency domain. The results of spectral matching are two time-histories with differ frequency characteristic namely time history with narrow and blunt frequency characteristic. The both time history then were utilized as the earthquake ground motion waves in base rock. The waves have been propagated from base rock to the ground surface used a soil response analyses theory. The results of the analyses were acceleration and spectral amplification factor at ground surface caused by the soil response tend to decrease from the time history with narrow to blunt frequency characteristics. Relative velocity and displacement caused by the response of the soil layers tend to increase from the narrow to the blunt frequency characteristics.

Published in	American Journal of Civil Engineering (Volume 10, Issue 4)
DOI	10.11648/j.ajce.20221004.11
Page(s)	145-152
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), 2022. Published by Science Publishing Group

Keywords

Ground Motion, Time History, Frequency, Soil Response

References

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[2]	Ergun M. and Ates S. (2013) Selecting and scaling ground motion time histories according to Eurocode 8 and ASCE 7-05, Earthquakes and Structures, Volume 5, Issue 2, 2013, pp. 129-142.
[3]	Wood, R. L., Hutchinson, T. C. (2012) Effects of ground motion scaling on nonlinear higher mode building response, Earthquakes and Structures, Volume 3, Issue 6, 2012, pp. 869-887.
[4]	Bayati Z, Soltani M. (2016) Ground motion selection and scaling for seismic design of RC frames against collapse. Earthquakes and Structures, Volume 11, Issue 3, 2016, pp. 445-459.
[5]	Pavel F., Vacareanu R. (2016) Scaling of ground motions from Vrancea (Romania) earthquakes. Earthquakes and Structures, Volume 11, Issue 3, 2016, pp. 505-516.
[6]	Makrup, L. and Jamal A. U., (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.
[7]	Makrup, L. (2017) Generating Design Ground Motion by Probabilistic Seismic Hazard Analysis and Code, EJGE (Electronic Journal of Geotechnical Engineering), Vol. 22, [2017] Bund. 5.
[8]	Makrup, L., and Muntafi, Y. (2016) Artificial Ground Motion for the Cities of Semarang and Solo Indonesia Generated Based on Probabilistic Seismic Hazard Analysis and Spectral Matching, EJGE (Electronic Journal of Geotechnical Engineering), Vol. 21, [2016] Bund. 21.
[9]	Irsyam M., Hendriyawan, Dangkua, A. D (2003) Seismic Hazard Assessment LNG Storage Tank Terminal Teluk Banten, Report of Seismic Hazard Study, Bandung.
[10]	ASCE (2013), Minimum Design Loads for Buildings and Other Structures, Published by the American Society of Civil Engineers 1801 Alexander Bell Drive Reston, Virginia 20191-4400. (This second edition incorporates the corrections as shown in the errata found on www.seinstitute.org, Revision of ASCE 7-98).
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[12]	Imai, T. and Tonouchi, K. (1982). “Correlation of N -value with S-wave velocity and shear modulus,” Proc. 2nd European Symp. Of Penetration Testing (Amsterdam).
[13]	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.
[14]	Asrurifak, M., Irsyam, M., Budiono, B., Triyoso, W., Hendriyawan. (2010). Development of Spectral Hazard Map for Indonesia with a Return Period of 2500 Years using Probabilistic Method Civil Engineering Dimension, Vol. 12, No. 1, March 2010, 52-62 ISSN 1410-9530 print / ISSN 1979-570X online.
[15]	Idriss I. M. (2007), Empirical Model for Estimating the Average Horizontal Values of Pseudo-Absolute Spectral Accelerations Generated by Crustal Earthquakes, Interim Report Issued for USGS Review, January 19, 2007.
[16]	Makrup, L. (2017) Change the frequency characteristics of the earthquake acceleration wave by Fourier analysis, International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 12, December 2017, pp. 1045–1055.
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APA Style

Akhmad Marzuko, Lalu Makrup, Muhammad Rifqi Abdurrazak. (2022). The Effect of the Soil Response to the Change of the Frequency Characteristic of the Earthquake Ground Motions. American Journal of Civil Engineering, 10(4), 145-152. https://doi.org/10.11648/j.ajce.20221004.11

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ACS Style

Akhmad Marzuko; Lalu Makrup; Muhammad Rifqi Abdurrazak. The Effect of the Soil Response to the Change of the Frequency Characteristic of the Earthquake Ground Motions. Am. J. Civ. Eng. 2022, 10(4), 145-152. doi: 10.11648/j.ajce.20221004.11

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AMA Style

Akhmad Marzuko, Lalu Makrup, Muhammad Rifqi Abdurrazak. The Effect of the Soil Response to the Change of the Frequency Characteristic of the Earthquake Ground Motions. Am J Civ Eng. 2022;10(4):145-152. doi: 10.11648/j.ajce.20221004.11

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@article{10.11648/j.ajce.20221004.11,
  author = {Akhmad Marzuko and Lalu Makrup and Muhammad Rifqi Abdurrazak},
  title = {The Effect of the Soil Response to the Change of the Frequency Characteristic of the Earthquake Ground Motions},
  journal = {American Journal of Civil Engineering},
  volume = {10},
  number = {4},
  pages = {145-152},
  doi = {10.11648/j.ajce.20221004.11},
  url = {https://doi.org/10.11648/j.ajce.20221004.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20221004.11},
  abstract = {Generation of an artificial earthquake ground motion for specific purpose mainly to develop a ground motion time-history at the ground surface as a basis to design and assess the structure at a site due to the earthquake load, so the thing should be carried out. To see the effect of the soil response to the earthquake ground motions frequency characteristics change, then two time-histories with different frequency characteristics have been generated. The time-histories is generated in based on the one time-history in base rock result of measurement. The time history then is developed to be two time-histories with the spectral matching method in two mathematical domains namely time and frequency domain. The results of spectral matching are two time-histories with differ frequency characteristic namely time history with narrow and blunt frequency characteristic. The both time history then were utilized as the earthquake ground motion waves in base rock. The waves have been propagated from base rock to the ground surface used a soil response analyses theory. The results of the analyses were acceleration and spectral amplification factor at ground surface caused by the soil response tend to decrease from the time history with narrow to blunt frequency characteristics. Relative velocity and displacement caused by the response of the soil layers tend to increase from the narrow to the blunt frequency characteristics.},
 year = {2022}
}

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TY  - JOUR
T1  - The Effect of the Soil Response to the Change of the Frequency Characteristic of the Earthquake Ground Motions
AU  - Akhmad Marzuko
AU  - Lalu Makrup
AU  - Muhammad Rifqi Abdurrazak
Y1  - 2022/07/29
PY  - 2022
N1  - https://doi.org/10.11648/j.ajce.20221004.11
DO  - 10.11648/j.ajce.20221004.11
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 145
EP  - 152
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20221004.11
AB  - Generation of an artificial earthquake ground motion for specific purpose mainly to develop a ground motion time-history at the ground surface as a basis to design and assess the structure at a site due to the earthquake load, so the thing should be carried out. To see the effect of the soil response to the earthquake ground motions frequency characteristics change, then two time-histories with different frequency characteristics have been generated. The time-histories is generated in based on the one time-history in base rock result of measurement. The time history then is developed to be two time-histories with the spectral matching method in two mathematical domains namely time and frequency domain. The results of spectral matching are two time-histories with differ frequency characteristic namely time history with narrow and blunt frequency characteristic. The both time history then were utilized as the earthquake ground motion waves in base rock. The waves have been propagated from base rock to the ground surface used a soil response analyses theory. The results of the analyses were acceleration and spectral amplification factor at ground surface caused by the soil response tend to decrease from the time history with narrow to blunt frequency characteristics. Relative velocity and displacement caused by the response of the soil layers tend to increase from the narrow to the blunt frequency characteristics.
VL  - 10
IS  - 4
ER  -

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Author Information

Akhmad Marzuko

Department of Civil Engineering, Islamic University of Indonesia, Yogyakarta, Indonesia
Lalu Makrup

Department of Civil Engineering, Islamic University of Indonesia, Yogyakarta, Indonesia
Muhammad Rifqi Abdurrazak

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

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Plain Text BibTeX RIS

APA Style

Akhmad Marzuko, Lalu Makrup, Muhammad Rifqi Abdurrazak. (2022). The Effect of the Soil Response to the Change of the Frequency Characteristic of the Earthquake Ground Motions. American Journal of Civil Engineering, 10(4), 145-152. https://doi.org/10.11648/j.ajce.20221004.11

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ACS Style

Akhmad Marzuko; Lalu Makrup; Muhammad Rifqi Abdurrazak. The Effect of the Soil Response to the Change of the Frequency Characteristic of the Earthquake Ground Motions. Am. J. Civ. Eng. 2022, 10(4), 145-152. doi: 10.11648/j.ajce.20221004.11

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AMA Style

Akhmad Marzuko, Lalu Makrup, Muhammad Rifqi Abdurrazak. The Effect of the Soil Response to the Change of the Frequency Characteristic of the Earthquake Ground Motions. Am J Civ Eng. 2022;10(4):145-152. doi: 10.11648/j.ajce.20221004.11

Copy | Download

@article{10.11648/j.ajce.20221004.11,
  author = {Akhmad Marzuko and Lalu Makrup and Muhammad Rifqi Abdurrazak},
  title = {The Effect of the Soil Response to the Change of the Frequency Characteristic of the Earthquake Ground Motions},
  journal = {American Journal of Civil Engineering},
  volume = {10},
  number = {4},
  pages = {145-152},
  doi = {10.11648/j.ajce.20221004.11},
  url = {https://doi.org/10.11648/j.ajce.20221004.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20221004.11},
  abstract = {Generation of an artificial earthquake ground motion for specific purpose mainly to develop a ground motion time-history at the ground surface as a basis to design and assess the structure at a site due to the earthquake load, so the thing should be carried out. To see the effect of the soil response to the earthquake ground motions frequency characteristics change, then two time-histories with different frequency characteristics have been generated. The time-histories is generated in based on the one time-history in base rock result of measurement. The time history then is developed to be two time-histories with the spectral matching method in two mathematical domains namely time and frequency domain. The results of spectral matching are two time-histories with differ frequency characteristic namely time history with narrow and blunt frequency characteristic. The both time history then were utilized as the earthquake ground motion waves in base rock. The waves have been propagated from base rock to the ground surface used a soil response analyses theory. The results of the analyses were acceleration and spectral amplification factor at ground surface caused by the soil response tend to decrease from the time history with narrow to blunt frequency characteristics. Relative velocity and displacement caused by the response of the soil layers tend to increase from the narrow to the blunt frequency characteristics.},
 year = {2022}
}

Copy | Download

TY  - JOUR
T1  - The Effect of the Soil Response to the Change of the Frequency Characteristic of the Earthquake Ground Motions
AU  - Akhmad Marzuko
AU  - Lalu Makrup
AU  - Muhammad Rifqi Abdurrazak
Y1  - 2022/07/29
PY  - 2022
N1  - https://doi.org/10.11648/j.ajce.20221004.11
DO  - 10.11648/j.ajce.20221004.11
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 145
EP  - 152
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20221004.11
AB  - Generation of an artificial earthquake ground motion for specific purpose mainly to develop a ground motion time-history at the ground surface as a basis to design and assess the structure at a site due to the earthquake load, so the thing should be carried out. To see the effect of the soil response to the earthquake ground motions frequency characteristics change, then two time-histories with different frequency characteristics have been generated. The time-histories is generated in based on the one time-history in base rock result of measurement. The time history then is developed to be two time-histories with the spectral matching method in two mathematical domains namely time and frequency domain. The results of spectral matching are two time-histories with differ frequency characteristic namely time history with narrow and blunt frequency characteristic. The both time history then were utilized as the earthquake ground motion waves in base rock. The waves have been propagated from base rock to the ground surface used a soil response analyses theory. The results of the analyses were acceleration and spectral amplification factor at ground surface caused by the soil response tend to decrease from the time history with narrow to blunt frequency characteristics. Relative velocity and displacement caused by the response of the soil layers tend to increase from the narrow to the blunt frequency characteristics.
VL  - 10
IS  - 4
ER  -

Copy | Download