Analisis Indeks Resonansi dan Kerentanan Jembatan Rel Kereta Api Maros-Barru Berdasarkan Data Mikrotremor (Studi Kasus Jembatan WTT Maccini Baji)

  • Risda Syahruni Universitas Negeri Makassar
  • Sulistiawaty Sulistiawaty Prodi Fisika, FMIPA, Universitas Negeri Makassar
  • Pariabti Palloan Prodi Fisika, FMIPA, Universitas Negeri Makassar
  • Kaharuddin Kaharuddin Balai Besar Meteorologi, Klimatologi, dan Geofisika Wilayah IV Makassar

Abstract

This research is a quantitative descriptive research that aims to analyze the value of natural frequency and amplification factor, as well as knowing the level of resonance and vulnerability of WTT Maccini Baji Railway Bridge. This research was conducted on the Maros-Barru Railway Line, especially the WTT Maccini Baji Railway Bridge, Lau District, Maros Regency, South Sulawesi Province. Data collection was carried out at 8 points (4 points on the bridge and 4 points on the ground around the bridge) with two measurement times at each point, day and night. Processing of microtremor data using Geopsy software with the HVSR (Horizontal to Vertical Spectral Ratio) method to obtain HVSR curves that produce natural frequency and amplification values. The results showed natural frequency values ranging from 2,36 – 6,64 Hz and amplification values ranging from 2,67 – 15,92. The resonance index value of the Maccini Baji WTT Bridge obtained ranges from 30,68% – 181,49% and is included in the low resonance classification which indicates the bridge has a solid structure and is safe from potential damage due to resonance. While the seismic vulnerability index is obtained with a value of 2,07 – 77,35 which shows that the high seismic vulnerability classification is more dominant at the point located on the ground.

Downloads

Download data is not yet available.

References

[1] O. Dwi Syaputra, F. Farid, dan L. Handayani, “Identifikasi Kelayakan Jembatan Batanghari II Kota Jambi Menggunakan Mikrotremor Dengan Metode Horizontal to Vertical Spectral Ratio (HVSR),” Komunikasi Fisika Indonesia, vol. 16, no. 1, hlm. 59–64, 2019, [Daring]. Tersedia pada: http://ejournal.unri.ac.id./index.php/JKFI
[2] U. N. Prabowo, W. Budhi, dan A. F. Amalia, “Analisis Mikrotremor Untuk Mengevaluasi Kerentanan Gempabumi Ruangan Prodi Pend Fisika UST,” Science Tech Jurnal Ilmu Pengetahuan dan Teknologi, vol. 6, no. 1, hlm. 10–16, 2020.
[3] H. S. Febrina, “Analisis Kerentanan Bangunan dengan Pengujian Mikrotremor Studi Kasus di Daerah Rawan Pergerakan Tanah,” Universitas Negeri Semarang, Semarang, 2017.
[4] Z. Mutaram, U. Muksin, dan Y. Idris, “Kajian Respon Jembatan di Aceh Utara Terhadap Gempa Berdasarkan Data Mikrotremor,” Jurnal Arsip Rekayasa Sipil dan Perencanaan, vol. 5, no. 3, hlm. 160–169, Sep 2022, doi: 10.24815/jarsp.v5i3.26135.
[5] N. Syarah dan A. F. Pohan, “Analisis Mikrotremor Menggunakan Metode Horizontal to Vertical Spectral Ratio di Jalur Kereta Api Kota Padang,” Jurnal Fisika Unand, vol. 11, no. 3, hlm. 313–319, Jul 2022, doi: 10.25077/jfu.11.3.313-319.2022.
[6] N. Syarah dan A. F. Pohan, “Analisis Mikrotremor Menggunakan Metode Horizontal to Vertical Spectral Ratio di Jalur Kereta Api Kota Padang,” Jurnal Fisika Unand, vol. 11, no. 3, hlm. 313–319, Jul 2022, doi: 10.25077/jfu.11.3.313-319.2022.
[7] K. Kanai, Enginnering Seismology. Tokyo: Tokyo University Press, 1983.
[8] N. Haerudin, Fikri, dan A. Rustadi, “Mikroseismik, Mikrotremor Microearthquake dalam ilmu kebumian dan,” Bandarlampung, 2019.
[9] Y. Nakamura, “Clear Identification of Fundamental Idea of Nakamura’s Technique and its Applications,” proc XII World Conf. Earthquake Engineering, hlm. 1–8, 2002.
[10] M. Reza Iswara dan T. Hardy, “Analysis of Ground Shear Strain (GSS) District Kawalu Tasikmalaya with HVSR Method Using Microtremor Data,” vol. 150, no. 2, hlm. 150–155, 2020, doi: 10.24036/9104171074.
[11] A. Syahputri dan S. Sismanto, “Identifikasi Potensi Tanah Longsor Menggunakan Metode Mikrotremor Di Dusun Tegalsari Desa Ngargosari Kecamatan Samigaluh Kabupaten Kulon Progo,” Jurnal Fisika Indonesia, vol. 24, no. 2, hlm. 66, Agu 2020, doi: 10.22146/jfi.v24i2.53636.
[12] A. Kustanto Putra, Y. Yanti, dan E. T. Paripurno, “Application of HVSR Method on Microtremor Data for Analysis of Earthquake Potential in Candipuro District, Lumajang, Indonesia,” Journal of Geoscience, Engineering, Environment, and Technology, vol. 8, no. 4, hlm. 288–294, Des 2023, doi: 10.25299/jgeet.2023.8.4.13460.
[13] A. Putri, S. Purwanto, dan A. Widodo, “Identifikasi Percepatan Tanah Maksimum (PGA) dan Kerentanan Tanah Menggunakan Metode Mikrotremor di Jalur Sesar Kendeng,” Jurnal Geosaintek, vol. 3, no. 2, hlm. 107–114, 2017.
[14] Setiawan J.R., “Mikrozonasi Seismitas Daerah Yogyakarta dan Sekitarnya,” Institut Teknologi Bandung, Bandung, 2009.
[15] N. Larasati, F. Farid, dan Juventa, “Uji Kerentanan Bangunan Rusunawa Berdasarkan HVSR (Horizontal to Spectral Ratio) dan FSR (Floor Spectral Ratio),” Jurnal Geosaintek, vol. 8, no. 1, hlm. 151–160, Apr 2022, doi: 10.12962/j25023659.v8i1.12272.
[16] Z. Mutaram, U. Muksin, dan Y. Idris, “Kajian Respon Jembatan di Aceh Utara Terhadap Gempa Berdasarkan Data Mikrotremor,” Jurnal Arsip Rekayasa Sipil dan Perencanaan, vol. 5, no. 3, hlm. 160–169, Sep 2022, doi: 10.24815/jarsp.v5i3.26135.
[17]. S Minardi, N. Aprianti, dan A. Solikhin, “Local Geology and Site Class Assessment Based On Microtremor Data In North Lombok,” Indonesian Physical Review, vol. 4, no. 2, hlm. 67, 2021, doi: 10.29303/i.
[18] Wahyudin, Sulistiawaty, dan N. Ihsan, “Analisis Kerentanan Bendungan Ponre-ponre Kabupaten Bone Berdasarkan Pengukuran Mikrotremor dengan Metode HVSR,” JSPF, vol. 15, no. 2, hlm. 90–96, 2019.
[19] Y. Nakamura, “A Method for Dynamic Characteristics Estimation of Subsurface using Microtremor on the Ground Surface,” Quarterly Report of Railway Technical Research, vol. 30, no. 1, hlm. 25–33, 1989.
[20] H. Nguyeng-Tien, P. Nguyen-Hong, M. Nguyen-Le, W. Kuo-Liang, dan N. Tran-An, “Investigation of microtremor motion variation by Nakamura’S H/V spectral ratio method,” J Mar Sci Technol, vol. 17, no. 4B, hlm. 68–74, Des 2017, doi: 10.15625/1859-3097/17/4b/12994.
[21] SESAME European research project, Guidelines for the Implementation of the H/V Spectral Ratio Technique on Ambient Vibrations, Measurments, Processing and Interpretation. European Commission: Reseacrh General Directorate, 2004. [Daring]. Tersedia pada: http://sesame-fp5.obs.ujf-grenoble.fr/index.htm
[22] M. Demulawa, D. Gede, E. Setiawan, M. Yunus, dan R. R. Rifai, “Analisis Frekuensi Resonasi Jembatan Bantar III Bantul Yogyakarta Terhadap Kejadian Gempabumi Yogyakarta,” Jurnal Ilmiah Wahana Pendidikan, vol. 8, no. 24, hlm. 727–734, 2022, doi: 10.5281/zenodo.7686712.
[23] A. Wahyuni, “Pengukuran Frekuensi Natural pada Gedung Bertingkat Menggunakan Accelerometer GPL-6A3P,” JFT, vol. 1, no. 1, hlm. 12–17, 2014, [Daring]. Tersedia pada: www.google.com,
[24] E. R. Iswanto, Y. Indrawati, dan T. A. Riyanto, “Studi Mikrotremor dengan Metode Horizontal to Vertical Spectral Ratio (HVSR) di Tapak RDE, Serpong,” Eksplorium, vol. 40, no. 2, hlm. 105–114, Nov 2019, doi: 10.17146/eksplorium.2019.40.2.5489.
[25] R. Kusumawardani, M. A. Zelin, dan A. Kusbiantoro, “Ground Vibration Analysis of Railroad Dynamic Loads on Rail Structure,” Jurnal Teknik Sipil & Perencanaan, vol. 21, no. 2, hlm. 62–70, 2019, doi: 10.15294/jtsp.v21i2.20957.
[26] T. N. Setia, M. Afifuddin, dan Y. Idris, “Identifikasi Frekuensi Natural dan Damping Ratio Dengan Menggunakan Mikrotremor Pada Gedung Evakuasi Bencana Desa Ulee Lheue dan Desa Alue Deah Teungoh,” Journal of The Civil Engineering Student, vol. 1, no. 3, hlm. 162–168, 2019.
Published
2024-12-23
How to Cite
SYAHRUNI, Risda et al. Analisis Indeks Resonansi dan Kerentanan Jembatan Rel Kereta Api Maros-Barru Berdasarkan Data Mikrotremor (Studi Kasus Jembatan WTT Maccini Baji). Progressive Physics Journal, [S.l.], v. 5, n. 2, p. 425-434, dec. 2024. ISSN 2722-7707. Available at: <https://jurnal.fmipa.unmul.ac.id/index.php/ppj/article/view/1372>. Date accessed: 15 jan. 2025. doi: https://doi.org/10.30872/ppj.v5i2.1372.