Comparative Study of Stiffness and Strength Behavior of RISHA Type 36 Modular House with and without Isolators
DOI:
https://doi.org/10.32832/komposit.v10i2.23005Keywords:
isolator, RISHA type 36, strength, stiffness, CianjurAbstract
The reliability assessment of the isolator model, namely rubber base isolation (RBI), has been carried out using an experimental method by conducting tests in the laboratory and continued with analysis of the test results. The purpose of this study is to conduct a dynamic analysis of the time history of the RISHA type 36 residential building to obtain information on the strength and stiffness behavior of the building due to lateral loads (earthquake loads). The scope of the study is the model studied in this report, namely RISHA type 36 m2. The simulation is a house model without isolators and with isolators installed at the base of the column to the foundation, using four earthquake recordings, namely El Centro, Flores, Pacoima Dam, Bucharest, which are scaled in intensity to Cianjur, namely 0.501g. The general conclusion is that the presence of isolators has an impact on reducing internal forces in columns and beams, thus potentially resulting in a stronger structure when an earthquake occurs, so that non-structural damage such as cracks in the walls can be reduced. However, the weakness of the structural system with isolators is that the lateral deformation due to earthquakes is higher than that of structural systems without isolators, but this is not an obstacle considering that the deformation that occurs is still smaller than the permissible deformation limits based on the SNI 1726:2019 code.
References
Arjakoni, A. F., Lutfi, M. (2020). Evaluasi Kinerja Seismik pada Struktur Gedung Rumah Sakit Pendidikan Universitas Indonesia dengan Metode Analisis Pushover berdasarkan ATC 40, Jurnal Komposit: Jurnal Ilmu-Ilmu Teknik Sipil, 4(2), 67–73. https://doi.org/10.32832/komposit.v4i2.3764
Balai Penelitian dan Pengembangan Perumahan Wilayah II (BLPW II) Denpasar. (2019). Final activity report: ruspin technology implementation activity for affordable housing. Balai Penelitian dan Pengembangan Perumahan Wilayah II (BLPW II) Denpasar, Final Report, Ministry of Public Works and Housing.
Bartholomeus, B., Pasaribu, H. (2024). Pengaruh Model Perletakan Struktur Rangka Baja Sistem Bresing akibat Beban Gempa, Jurnal Komposit, 8(2), 1-11. https://doi.org/10.32832/komposit.v8i2.15724
Cimellaro, G.P., Marasco, S. (2018). Introduction to dynamics of structures and earthquake engineering. Springer Nature Link. https://doi.org/10.1007/978-3-319-72541-3
Computer and Structures, Inc. (2023). SAP2000 finite element software reference. Computer and Structurs, Inc.
Direktorat Jenderal Cipta Karya. (2026). Clearing house document of RISHA, Direktorat Jenderal Cipta Karya, https://clearinghouse.pu.go.id/aplikator/media/technology.
Evany, N. S., Rajesh, P. P. (2012). Moment resisting frame with rubber base isolation for development of earthquake resisting structures, International Journal of Modern Engineering Research, 2(4), 2431-2433. https://www.ijmer.com/pages/v2-i4.html
Lagaros, N. D., Mitropoulou, C. C., Papadrakakis, M. (2015). Time history seismic analysis. Springer Nature Link.
Mahmoud, S., Genidy, M., Tahoon H. (2017). Time-history analysis of reinforced concrete frame buildings with soft storeys, Arabian Journal for Science and Engineering, 42, 1201–1217. https://doi.org/10.1007/s13369-016-2366-1
Morita, N. (2021). Finite element methods. Springer.
Mudawarisman, A.F., Triwuryanto, Sari, S.N. (2020). Analisa Perbandingan Biaya Struktur Rumah Konvensional dengan RISHA di Kabupaten Magelang, Equilib, 1(2), 19-28. https://journal.itny.ac.id/index.php/equilib/article/view/1872
National Standardization Agency. (2002). SNI 1726-2002 Earthquake resistance design standards for building structures. National Standardization Agency.
National Standardization Agency. (2019). SNI 1726:2019 Procedures for design of earthquake resistance of building and non-building structures. National Standardization Agency.
National Standardization Agency. (2020). SNI 1727:2020 Minimum design loads and related criteria for buildings and other structures. National Standardization Agency.
Patel, S., Jamani, A. (2017). Effect of base isolation on seismic performance of rc irregular buildings, International Research Journal of Engineering and Technology, 4(11), 26-33. www.irjet.net/archives/v4/i11/IRJET-V4i1105.pdf
Pranata, Y. A. (2005). Studi Analisis Beban Dorong Untuk Gedung Beton Bertulang Beraturan Dan Tidak Beraturan. Program Pascasarjana, Tesis Magister, Universitas Katolik Parahyangan, pp.17-27.
Pranata, Y. A. (2026). Evaluation of ductility capacity of the two existing joglo timber buildings. Journal of Rehabilitation in Civil Engineering, 14(2), 2317. https://doi.org/10.22075/jrce.2025.2317
PusGeN. (2021). Indonesia spectra design 2021. Center for Settlement Research and Development, Ministry of Public Works and Housing.
PusGeN. (2022). Cianjur, West Java earthquake study, November 21, 2022 (M5.6). Ministry of Public Works and Housing.
Rakhman, J., Hernanti, H.Y., Pranata, Y.A. (2017). Report of innovation: Rubber Base Isolation model from used tires. Pusperkim, Final Report, Ministry of Public Works and Housing.
Setio, H. D., Kusumastuti, D., Setio, S., Siregar, P. H., & Hartanto, A. (2012). Pengembangan Sistem Isolasi Seismik pada Struktur Bangunan yang Dikenai Beban Gempa sebagai Solusi untuk Membatasi Respon Struktur. Jurnal Teknik Sipil, 19(1), 1-14. https://doi.org/10.5614/jts.2012.19.1.1
Seismosignal. (2025). Earthquake Software for Signal Processing of Strong-Motion data. Seismosoft.
Whiteley, J. (2017). Finite element methods. Springer Nature Link.
Wikipedia. (2022). Cianjur earthquake, Wikipedia, https://id.wikipedia.org/wiki/Gempa_bumi_Cianjur_2022
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2026 Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil
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):
- 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).
- 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).
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.
.png)
