Evaluasi Strategi Retrofitting Seismik pada Bangunan Eksisting: Analisis Komparatif Sistem Isolasi Dasar dan Sistem Peredam pada Bangunan Bertingkat Menengah

Authors

  • Ifarrel Rachmanda Hariyanto Institut Teknologi Sepuluh Nopember
  • Kohar Yudoprasetyo Institut Teknologi Sepuluh Nopember
  • Yosi Noviari Wibowo Institut Teknologi Sepuluh Nopember
  • Moh. Safi'i Mansur Institut Teknologi Sepuluh Nopember
  • Moh. Fadhlan Rosyidi Institut Teknologi Sepuluh Nopember
  • Irfan Fauzan Institut Teknologi Sepuluh Nopember

DOI:

https://doi.org/10.31004/riggs.v5i1.6071

Keywords:

Retrofitting Seismik, Isolasi Dasar, Sistem Peredam, Bangunan Bertingkat Menengah, Analisis Nonlinier

Abstract

Bangunan eksisting di wilayah rawan gempa memerlukan strategi retrofitting seismik yang efektif untuk meningkatkan ketahanan struktural. Penelitian ini melakukan evaluasi komparatif terhadap dua strategi retrofitting utama: sistem isolasi dasar (base isolation) dan sistem peredam (damping system) pada bangunan bertingkat menengah (8-12 lantai). Analisis dilakukan menggunakan metode elemen hingga nonlinier dengan pemodelan struktur beton bertulang yang mewakili bangunan tipikal di Indonesia. Tiga konfigurasi dianalisis: (1) struktur base-fix sebagai kontrol, (2) struktur dengan sistem isolasi dasar menggunakan High Damping Rubber Bearing (HDRB), dan (3) struktur dengan sistem peredam viscous damper. Pembebanan gempa menggunakan rekaman akselerogram gempa Sumatra Barat 2009 yang diskala sesuai respons spektrum desain SNI 1726:2019. Hasil analisis menunjukkan bahwa sistem isolasi dasar mampu mengurangi gaya geser dasar hingga 75,7% dan percepatan lantai hingga 78,8%, namun menghasilkan perpindahan lateral yang lebih besar (300% dari base-fix). Sebaliknya, sistem peredam mengurangi gaya geser dasar sebesar 65,7% dengan perpindahan yang lebih terkontrol (100% peningkatan). Analisis biaya siklus hidup menunjukkan sistem peredam memiliki keunggulan ekonomis dengan total biaya 19% lebih rendah dibanding isolasi dasar. Studi ini merekomendasikan pemilihan strategi berdasarkan kriteria spesifik: isolasi dasar untuk perlindungan maksimal elemen non-struktural dan isi bangunan, sedangkan sistem peredam untuk efisiensi biaya dengan perlindungan struktural yang memadai.

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References

Christopoulos, C., & Filiatrault, A. (2006). Principles of Passive Supplemental Damping and Seismic Isolation. IUSS Press, Pavia, Italy.

Cimellaro, G. P., & Mahin, S. A. (2013). Integrating resilience and sustainability in structures design. Earthquake Engineering & Structural Dynamics, 42(7), 1099-1114.

Constantinou, M. C., & Symans, M. D. (1993). Experimental study of seismic response of buildings with supplemental fluid dampers. The Structural Design of Tall Buildings, 2(2), 93-132.

Constantinou, M. C., Whittaker, A. S., Kalpakidis, Y., Fenz, D. M., & Warn, G. P. (2007). Performance of Seismic Isolation Hardware Under Service and Seismic Loading. Technical Report MCEER-07-0012, University at Buffalo.

Dolce, M., Cardone, D., & Croatto, F. (2006). Frictional behavior of steel-PTFE interfaces for seismic isolation. Bulletin of Earthquake Engineering, 4(1), 75-99.

Elghazouli, A. Y. (2017). Seismic design of buildings to Eurocode 8. CRC Press.

Fauzan, I., Yudoprasetyo, K., & Rosyidi, M. F. (2021). Evaluation of structure performance under seismic load with non-linear time history on high-rise building affected by Kendeng fault earthquake simulation. Key Engineering Materials, 879, 232-242. https://doi.org/10.4028/www.scientific.net/KEM.879.232

Ferraioli, M., Lavino, A., & Mandara, A. (2017). Base isolation for seismic retrofitting of a multiple building structure: Design, construction, and assessment. Mathematical Problems in Engineering, 2017, Article ID 4645834.

Gunawan, R., Satyarno, I., & Sulistyowati, E. (2019). Seismic vulnerability assessment of existing buildings in Indonesia using rapid visual screening method. Journal of Engineering and Technological Sciences, 51(2), 147-165.

Hariyanto, I. R., Mansur, M. S., & Wibowo, Y. N. (2023). Analisis numerik vertical shear link (VSL) secara sub-assemblage menggunakan program bantu ABAQUS. Jurnal Aplikasi Teknik Sipil, 21(3), 345-354. https://doi.org/10.12962/j2579-891X.v21i3.13298

Hariyanto, I. R., Yudoprasetyo, K., & Fauzan, I. (2024). Optimalisasi desain scaffolding: Studi pengaruh scaffolding dengan penambahan outrigger. Jurnal Aplikasi Teknik Sipil, 22(2), 189-198. https://doi.org/10.12962/j2579-891X.v22i2.22021

Irsyam, M., Widiyantoro, S., Natawidjaja, D. H., et al. (2020). Peta Sumber dan Bahaya Gempa Indonesia Tahun 2017. Pusat Studi Gempa Nasional, Bandung.

Jangid, R. S., & Kelly, J. M. (2001). Base isolation for near-fault motions. Earthquake Engineering & Structural Dynamics, 30(5), 691-707.

Kasai, K., Munshi, J. A., Lai, M. L., & Maison, B. F. (2008). Viscoelastic damper hysteretic model: theory, experiment, and application. Earthquake Engineering Research Institute (EERI) Annual Meeting, Paper No. 1502.

Kelly, J. M., & Konstantinidis, D. A. (2011). Mechanics of Rubber Bearings for Seismic and Vibration Isolation. John Wiley & Sons.

Lavan, O., & Levy, R. (2010). Performance based optimal seismic retrofitting of yielding plane frames using added viscous damping. Earthquakes and Structures, 1(3), 307-326.

Makris, N. (2019). Seismic isolation: Early history. Earthquake Engineering & Structural Dynamics, 48(2), 269-283.

Marjuki, M., Satyarno, I., & Purwono, R. (2018). Seismic performance evaluation of existing mid-rise RC buildings in Indonesia. International Journal of Civil Engineering and Technology, 9(11), 1823-1834.

Martelli, A., & Forni, M. (1998). Seismic isolation of civil buildings in Europe. Progress in Structural Engineering and Materials, 1(3), 286-294.

Mazza, F. (2014). Modelling and nonlinear static analysis of reinforced concrete framed buildings irregular in plan. Engineering Structures, 80, 98-108.

Mazza, F., & Vulcano, A. (2014). Equivalent viscous damping for displacement-based seismic design of hysteretic damped braces for retrofitting framed buildings. Bulletin of Earthquake Engineering, 12(6), 2797-2819.

Mokha, A., Constantinou, M. C., Reinhorn, A. M., & Zayas, V. A. (1996). Seismic isolation of large historic building. Journal of Structural Engineering, 122(3), 298-308.

Naeim, F., & Kelly, J. M. (1999). Design of Seismic Isolated Structures: From Theory to Practice. John Wiley & Sons.

Nagarajaiah, S., & Ferrell, K. (1999). Stability of elastomeric seismic isolation bearings. Journal of Structural Engineering, 125(9), 946-954.

Pramono, A., Wibowo, A., & Kusuma, B. (2019). Base isolation retrofit strategy for existing RC buildings in high seismic zone of Indonesia. MATEC Web of Conferences, 258, 05020.

Providakis, C. P. (2008). Effect of LRB isolators and supplemental viscous dampers on seismic isolated buildings under near-fault excitations. Engineering Structures, 30(5), 1187-1198.

Robinson, W. H. (2011). Lead-rubber hysteretic bearings suitable for protecting structures during earthquakes. Earthquake Engineering & Structural Dynamics, 10(4), 593-604.

SNI 1726:2019. (2019). Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non Gedung. Badan Standardisasi Nasional, Jakarta.

SNI 1727:2020. (2020). Beban Desain Minimum dan Kriteria Terkait untuk Bangunan Gedung dan Struktur Lain. Badan Standardisasi Nasional, Jakarta.

Soong, T. T., & Dargush, G. F. (1997). Passive Energy Dissipation Systems in Structural Engineering. John Wiley & Sons.

Symans, M. D., Charney, F. A., Whittaker, A. S., et al. (2008). Energy dissipation systems for seismic applications: Current practice and recent developments. Journal of Structural Engineering, 134(1), 3-21.

Terenzi, G., Fuso, E., Sorace, S., & Costoli, I. (2014). Enhanced seismic retrofit of a reinforced concrete building of architectural interest. Buildings, 4(1), 1-15.

Warn, G. P., & Ryan, K. L. (2012). A review of seismic isolation for buildings: Historical development and research needs. Buildings, 2(3), 300-325.

Whittaker, A. S., & Soong, T. T. (2003). An overview of nonstructural components research at three U.S. earthquake engineering research centers. In ATC 29-2 Seminar on Seismic Design, Performance, and Retrofit of Nonstructural Components in Critical Facilities (pp. 271-280).

Wijaya, H., & Hidayat, M. T. (2020). Comparative study of seismic isolation and energy dissipation systems for high-rise buildings. Journal of Civil Engineering and Planning, 21(1), 35-48.

Yudoprasetyo, K., & Tajunnisa, N. (2019). Evaluasi kondisi struktur terkini dan rekomendasi perkuatan pada gedung perkantoran di Surabaya. Prosiding Seminar Nasional Teknik Sipil, 15(1), 234-245.

Zakaria, M., Hidayat, A., & Prasetyo, B. (2018). Studi analisis perkuatan struktur gedung 5 lantai di Surabaya akibat beban dinamis menggunakan shearwall. Jurnal Bangunan, 23(2), 45-58. https://doi.org/10.17977/um055v23i2p45-58

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Published

13-02-2026

How to Cite

[1]
I. R. Hariyanto, K. Yudoprasetyo, Y. N. Wibowo, M. S. Mansur, M. F. Rosyidi, and I. Fauzan, “Evaluasi Strategi Retrofitting Seismik pada Bangunan Eksisting: Analisis Komparatif Sistem Isolasi Dasar dan Sistem Peredam pada Bangunan Bertingkat Menengah”, RIGGS, vol. 5, no. 1, pp. 2913–2921, Feb. 2026.