| Peer-Reviewed

The Structural Dynamic Evaluation of Wadaslintang Dam to the Earthquake Acceleration Based on Indonesian Seismic Code 2019

Received: 17 May 2022     Accepted: 10 June 2022     Published: 20 June 2022
Views:       Downloads:
Abstract

Dam evaluation needs to be carried out, to look back at the deformation of the dam structure during decades of operation. In this study, the structure of Wadaslintang dam will be evaluated based on dynamic earthquake loading on the basis of the 2019 Indonesian earthquake hazard map. Dynamic evaluation of the dam requires dynamic earthquake acceleration in the form of a acceleration time history that was developed deterministically. Based on the theory of dam or soil deformation that was formatted in the GEOSTUDIO computer program and the program used in this research with the soil and earthquake time history data, so the deformation of the Wadaslitang dam can be computed. From the computation results can be stated that the dam safe to deformation. The result of the Wadaslitang dam evaluation was the vertical and the horizontal deformation has smaller deformation than the set requirement.

Published in American Journal of Civil Engineering (Volume 10, Issue 3)
DOI 10.11648/j.ajce.20221003.15
Page(s) 125-134
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

The Ground Motion, Time History, Deterministic, Dam Structure Response

References
[1] 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.
[2] Carlson C. Pp., Zekkos D., McCormick J. P. (2014) Impact of time and frequency domain ground motion modification on the response of a SDOF system. Earthquakes and Structures, Volume 7, Issue 6, 2014, pp. 1283-1301.
[3] 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.
[4] 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.
[5] 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.
[6] Pavel F., Vacareanu R. (2016) Scaling of ground motions from Vrancea (Romania) earthquakes. Earthquakes and Structures, Volume 11, Issue 3, 2016, pp. 505-516.
[7] 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.
[8] 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.
[9] 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.
[10] Irsyam M., Hendriyawan, Dangkua, A. D (2003) Seismic Hazard Assessment LNG Storage Tank Terminal Teluk Banten, Report of Seismic Hazard Study, Bandung.
[11] Wardani, T. (2014). Pengaruh Penggunaan Peta Gempa 2010 Terhadap Analisis Dinamik Stabilitas Lereng Bendungan Keuliling Aceh. Bandung: Universitas Komputer Indonesia.
[12] Putra, T. G. (2016). Analisis Stabilitas Lereng Pada Bendungan Titab. Jurnal Ilmiah Teknik Sipil Vol. 20 No. 1, 13-14.
[13] Tanjung, M. I. (2017). Screening Analysis Stabilitas Lereng Bendungan Urugan Akibat Gempa di Indonesia. Jurnal Teknik Hidraulik Vol. 8 No. 1, Juni 2017, 193-204.
Cite This Article
  • APA Style

    Dwi Astuti Wahyu Wulan Pratiwi, Lalu Makrup, Imam Setiawan. (2022). The Structural Dynamic Evaluation of Wadaslintang Dam to the Earthquake Acceleration Based on Indonesian Seismic Code 2019. American Journal of Civil Engineering, 10(3), 125-134. https://doi.org/10.11648/j.ajce.20221003.15

    Copy | Download

    ACS Style

    Dwi Astuti Wahyu Wulan Pratiwi; Lalu Makrup; Imam Setiawan. The Structural Dynamic Evaluation of Wadaslintang Dam to the Earthquake Acceleration Based on Indonesian Seismic Code 2019. Am. J. Civ. Eng. 2022, 10(3), 125-134. doi: 10.11648/j.ajce.20221003.15

    Copy | Download

    AMA Style

    Dwi Astuti Wahyu Wulan Pratiwi, Lalu Makrup, Imam Setiawan. The Structural Dynamic Evaluation of Wadaslintang Dam to the Earthquake Acceleration Based on Indonesian Seismic Code 2019. Am J Civ Eng. 2022;10(3):125-134. doi: 10.11648/j.ajce.20221003.15

    Copy | Download

  • @article{10.11648/j.ajce.20221003.15,
      author = {Dwi Astuti Wahyu Wulan Pratiwi and Lalu Makrup and Imam Setiawan},
      title = {The Structural Dynamic Evaluation of Wadaslintang Dam to the Earthquake Acceleration Based on Indonesian Seismic Code 2019},
      journal = {American Journal of Civil Engineering},
      volume = {10},
      number = {3},
      pages = {125-134},
      doi = {10.11648/j.ajce.20221003.15},
      url = {https://doi.org/10.11648/j.ajce.20221003.15},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20221003.15},
      abstract = {Dam evaluation needs to be carried out, to look back at the deformation of the dam structure during decades of operation. In this study, the structure of Wadaslintang dam will be evaluated based on dynamic earthquake loading on the basis of the 2019 Indonesian earthquake hazard map. Dynamic evaluation of the dam requires dynamic earthquake acceleration in the form of a acceleration time history that was developed deterministically. Based on the theory of dam or soil deformation that was formatted in the GEOSTUDIO computer program and the program used in this research with the soil and earthquake time history data, so the deformation of the Wadaslitang dam can be computed. From the computation results can be stated that the dam safe to deformation. The result of the Wadaslitang dam evaluation was the vertical and the horizontal deformation has smaller deformation than the set requirement.},
     year = {2022}
    }
    

    Copy | Download

  • TY  - JOUR
    T1  - The Structural Dynamic Evaluation of Wadaslintang Dam to the Earthquake Acceleration Based on Indonesian Seismic Code 2019
    AU  - Dwi Astuti Wahyu Wulan Pratiwi
    AU  - Lalu Makrup
    AU  - Imam Setiawan
    Y1  - 2022/06/20
    PY  - 2022
    N1  - https://doi.org/10.11648/j.ajce.20221003.15
    DO  - 10.11648/j.ajce.20221003.15
    T2  - American Journal of Civil Engineering
    JF  - American Journal of Civil Engineering
    JO  - American Journal of Civil Engineering
    SP  - 125
    EP  - 134
    PB  - Science Publishing Group
    SN  - 2330-8737
    UR  - https://doi.org/10.11648/j.ajce.20221003.15
    AB  - Dam evaluation needs to be carried out, to look back at the deformation of the dam structure during decades of operation. In this study, the structure of Wadaslintang dam will be evaluated based on dynamic earthquake loading on the basis of the 2019 Indonesian earthquake hazard map. Dynamic evaluation of the dam requires dynamic earthquake acceleration in the form of a acceleration time history that was developed deterministically. Based on the theory of dam or soil deformation that was formatted in the GEOSTUDIO computer program and the program used in this research with the soil and earthquake time history data, so the deformation of the Wadaslitang dam can be computed. From the computation results can be stated that the dam safe to deformation. The result of the Wadaslitang dam evaluation was the vertical and the horizontal deformation has smaller deformation than the set requirement.
    VL  - 10
    IS  - 3
    ER  - 

    Copy | Download

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

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

  • Earthquake Study Group, Islamic University of Indonesia, Yogyakarta, Indonesia

  • Sections