Analisa Keefektifan Penempatan Lokasi Peredam Gempa pada Bangunan Rumah Susun di Jakarta

Authors

DOI:

https://doi.org/10.32832/komposit.v10i2.23149

Keywords:

base isolator, High Damping Rubber Bearing (HDRB), Damper, Lateral Displacement.

Abstract

Earthquake dampers in a building function to reduce lateral deformation that can cause building failure, as well as to increase the feasibility of the building's reliability function. Currently, there are various models and types of earthquake damper innovations such as natural rubber base isolators, HDRB (High Damping Rubber Bearing), Fluid Viscous Damper (FVD), and Tuned Mass Damper. A High Damping Rubber Bearing (HDRB) is an elastomeric bearing type base isolator that uses rubber to dampen the earthquake force that occurs in the building structure. This study aims to evaluate the effectiveness of the placement of HDRB-type earthquake dampers in apartment buildings in the city of Jakarta, using the Etabs 20 Program, so that the determination of the location of the earthquake damper can be analyzed precisely. Earthquake dampers in a building function to reduce lateral deformation that can cause failure of the building, as well as to increase the feasibility of the building's reliability function. Currently, there are various models and types of earthquake damper innovations such as natural rubber base isolators, HDRB (High Damping Rubber Bearing), Fluid Viscous Damper (FVD), and Tuned Mass Damper. An HDRB is an elastomeric bearing type base isolator that uses rubber to dampen the earthquake force that occurs in the building structure. This study aims to evaluate the effectiveness of the placement of HDRB-type earthquake dampers in apartment buildings located in the city of Jakarta, using the Etabs 20 Program, so that the determination of the location of the earthquake damper can be analyzed precisely. From this study, the results obtained were a large reduction in the influence of earthquakes on a building with the use of HDRB dampers on all columns of 81.16%, from 21,882 mm to 4,122 mm, and in the combination of the use of dampers on the clamp placement, it became 18.70% with a deviation of 17,791 mm. It can be concluded that the placement of earthquake dampers can be effectively applied to a building to overcome earthquake forces and increase the reliability of the building structure. It can be concluded that the placement of earthquake dampers can be effectively applied to a building to overcome earthquake forces and increase the reliability of the building structure.

References

Budiono, B., & Setiawan, A. (2014). Studi Komparasi Sistem Isolasi Dasar High-Damping Rubber Bearing dan Friction Pendulum System pada Bangunan Beton Bertulang. Jurnal Teknik Sipil, 21(3), 179–196. https://doi.org/10.5614/JTS.2014.21.3.1

Fakrunnisa, I. A., & Hayu, G. A. (2022). Analisis Kinerja High Damping Rubber Bearing dan Lead Rubber Bearing pada Bangunan Beton Bertulang. Jurnal Rekayasa Sipil Dan Lingkungan, 5(1), 48. https://doi.org/10.19184/jrsl.v5i1.23527

Gabriel, G. (2022). Perbandingan Pengaruh High Damping Rubber Bearing dan Lead Rubber Bearing terhadap Kinerja Struktur. Praxis: Jurnal Sains, Teknologi, Masyarakat Dan Jejaring, 4(2), 158–166. https://doi.org/10.24167/PRAXIS.V4I2.4420

Sierra, I. E. M., Losanno, D., Strano, S., Marulanda, J., & Thomson, P. (2019). Development and experimental behavior of HDR seismic isolators for low-rise residential buildings. Engineering Structures, 183, 894–906. https://doi.org/10.1016/j.engstruct.2019.01.037

Surya, F., & Wijanto, S. (2019). Desain Fluid Viscous Damper Pada Bangunan Struktur Baja Enam Lantai. Prosiding Seminar Intelektual Muda, 1(1), 113–116. https://doi.org/10.25105/psia.v1i1.5928

Suryadi, D., Ridlo, M. R., Daratha, N., & Agustian, I. (2021). Pengaruh Tuned Mass Damper (TMD) terhadap Respons Getaran pada Struktur Bangunan. Semesta Teknika, 24(2), 84–92. https://doi.org/10.18196/ST.V24I2.12727

Suryawinata, F. A., Tirtosugondo, T. F., Ghewa, G., Widianto, D., & Hartanto, D. (2022). Pengaruh Penggunaan High Damper Rubber Bearing pada Gedung Bertingkat Ditinjau terhadap Level Kinerja Struktur dengan Metode Analisis Time History (Studi Kasus: Pembangungan Gedung Hotel). G-SMART, 6(2), 82–93. https://doi.org/10.24167/GSMART.V6I2.4466

Tjokrohadi, A., Dewata, C. A. C., Ghewa, G. J. P., & Setiadi, B. (2024). Analisis Pengaruh Penggunaan High Damping Rubber Bearing (HDRB) terhadap Level Kinerja Struktur dengan Analisis Non-Linear Time History (Studi Kasus Proyek Pembangunan Gedung X). G-Smart, 7(2), 81–89. https://doi.org/10.24167/gsmart.v7i2.10552

Tsiavos, A., Haladij, P., Sextos, A., & Alexander, N. A. (2020). Analytical Investigation of the Effect of a Deformable Cliding Layer on the Dynamic Response of Seismically Isolated Structures. Structures, 27, 2426–2436. https://doi.org/10.1016/J.ISTRUC.2020.08.016

Wijaya, U., & Kusumawati, E. (2021). Experimental Study of Two Stages on the Use of Local Rubber as Base Isolator for Dwelling Houses. Lecture Notes in Civil Engineering, 132, 534–542. https://doi.org/10.1007/978-981-33-6311-3_62

Zhu, Z., Zhou, Y., Tan, Z., He, H., & Zhou, X. (2023). Application of tuned viscous mass damper isolation systems for equipment-induced vibration control of industrial buildings. Structures, 51, 1934–1943. https://doi.org/10.1016/J.ISTRUC.2023.03.112

Downloads

Published

2026-08-04

How to Cite

Raharjo, S. K., & Naibaho, P. R. T. (2026). Analisa Keefektifan Penempatan Lokasi Peredam Gempa pada Bangunan Rumah Susun di Jakarta. Jurnal Komposit: Jurnal Ilmu-Ilmu Teknik Sipil, 10(2), 327–332. https://doi.org/10.32832/komposit.v10i2.23149

Issue

Vol. 10 No. 2 (2026)

Section

Articles

License

Copyright (c) 2026 Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.

Authors who publish with this journal agree to the following terms (Penulis yang mengajukan publikasi artikel telah menyetujui hal berikut):

  1. Through this publication, the author agree to submit the copyright of article writing to Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil. This copyright submission takes the form of, but is not limited to: reproduction of the article and parts therein, including photographic reproductions; distribution of articles through printed and electronic documents; and translation of articles(Bahwa melalui publikasi ini, hak cipta penulisan artikel diserahkan kepada Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil. Penyerahan hak cipta ini berupa, namun tidak terbatas pada: perbanyakan artikel dan bagian di dalamnya, termasuk reproduksi fotografi; penyebarluasan artikel melalui dokumen cetak dan elektronik; serta penterjemahan artikel).
  2. The authors agree to the terms of the Copyright Notice, according to Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License., which will apply to this article if and when it is published by Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil. (Para penulis setuju dengan ketentuan Pemberitahuan Hak Cipta, sesuai dengan Lisensi Internasional Creative Commons Attribution-NonCommercial-ShareAlike 4.0., yang akan berlaku untuk artikel ini jika dan ketika diterbitkan oleh Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil).

Creative Commons License
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.