PERFORMANCE COMPARISON OF BUILDINGS WITH SHEAR WALL SYSTEM AND VISCOUS DAMPERS
DOI:
https://doi.org/10.21009/jpensil.v14i2.53909Keywords:
ChiChi, Kobe, Yushu, FVD, ShearwallAbstract
This study was conducted to evaluate the stability and performance of a building using a shear wall system with a building that applies FVD as a seismic damper system. The stability parameters analyzed include displacement, drift ratio, and storey drift. Meanwhile, the structural performance is analyzed based on the number of phases, hysteresis energy generated, and structural performance level. Numerical modeling of the building structure was conducted, and then earthquake loading simulations were carried out using ChiChi, Kobe, and Yushu earthquakes that had been scaled according to the dynamic response analysis procedure. The results show that the use of FVD as an energy dissipation system has significant potential in improving the performance and stability of structures. The performance of this system is shown to match, and in some aspects even compete, the effectiveness of shear walls in reducing the seismic response of building structures. Therefore, FVDs can be considered an efficient alternative in earthquake-resistant building design, especially in structures that require higher flexibility without sacrificing energy dissipation capacity.
References
Akbar, S. J., & Candra, Y. (2018a). ANALISA NILAI SIMPANGAN HORIZONTAL (DRIFT) PADA STRUKTUR TAHAN GEMPA MENGGUNAKAN SISTEM RANGKA BRESING EKSENTRIK TYPE BRACED V. Teras Jurnal, 7(2), 301. https://doi.org/10.29103/tj.v7i2.139
Akbar, S. J., & Candra, Y. (2018b). ANALISA NILAI SIMPANGAN HORIZONTAL (DRIFT) PADA STRUKTUR TAHAN GEMPA MENGGUNAKAN SISTEM RANGKA BRESING EKSENTRIK TYPE BRACED V. Teras Jurnal, 7(2), 301. https://doi.org/10.29103/tj.v7i2.139
Azhar, M. F., Arini, R. N., & Kurnia, F. (2024). Analisis Perbandingan Fluid Viscous Damper dan Fixed Base Terhadap Beban Siklik dengan Finite Element. Cantilever: Jurnal Penelitian Dan Kajian Bidang Teknik Sipil, 12(2). https://doi.org/10.35139/cantilever.v12i2.250
Bai, Z., Liu, T., Zou, D., Zhang, M., Zhou, A., & Li, Y. (2023). Image-based reinforced concrete component mechanical damage recognition and structural safety rapid assessment using deep learning with frequency information. Automation in Construction, 150. https://doi.org/10.1016/j.autcon.2023.104839
Belbachir, A., Benanane, A., Ouazir, A., Harrat, Z. R., Hadzima-Nyarko, M., Radu, D., Işık, E., Louhibi, Z. S. M., & Amziane, S. (2023). Enhancing the Seismic Response of Residential RC Buildings with an Innovative Base Isolation Technique. Sustainability (Switzerland), 15(15). https://doi.org/10.3390/su151511624
De Domenico, D., Ricciardi, G., & Takewaki, I. (2019). Design strategies of viscous dampers for seismic protection of building structures: A review. In Soil Dynamics and Earthquake Engineering (Vol. 118). https://doi.org/10.1016/j.soildyn.2018.12.024
Del Gobbo, G. M., Blakeborough, A., & Williams, M. S. (2018). Improving total-building seismic performance using linear fluid viscous dampers. Bulletin of Earthquake Engineering, 16(9). https://doi.org/10.1007/s10518-018-0338-4
Elwardany, H., Jankowski, R., & Seleemah, A. (2021). Mitigating the seismic pounding of multi-story buildings in series using linear and nonlinear fluid viscous dampers. Archives of Civil and Mechanical Engineering, 21(4). https://doi.org/10.1007/s43452-021-00249-9
Fang, Z., Zhang, J., Yang, F., & Li, A. (2022). Fatigue Damage Mitigation for Welded Beam-to-Column Connections in Steel High-Rise Buildings Using Passive Vibration Control. Buildings, 12(11). https://doi.org/10.3390/buildings12111898
Faridzi, S. Al, Faza Shafa Azizah, Mustafa, F., Nindya Putri, A., Ramadhika, G., Rizky Aditya, F., Sherli Fadilah, R., Habibi, Y., Sutrisno, M., Jumail, J., Dewi Risanty, R., & Rosanti, N. (2024). PENGOLAHAN DATA: PEMAHAMAN GEMPA BUMI DI INDONESIA MELALUI PENDEKATAN DATA MINING. Jurnal Pengabdian Kolaborasi Dan Inovasi IPTEKS, 2(1). https://doi.org/10.59407/jpki2.v2i1.506
Galvindy, G., & Lim, E. (2023). Perancangan Struktur Sistem Rangka Bresing Tahan Tekuk - Studi Kasus Pada Bangunan Esensial. Jurnal Teknik Sipil, 30(2). https://doi.org/10.5614/jts.2023.30.2.9
Gao, W., & Lu, X. (2023). Controlling interstory drift ratio profiles via topology optimization strategies. Frontiers of Structural and Civil Engineering, 17(2). https://doi.org/10.1007/s11709-022-0892-3
Hajati, N. L., & Hanif, A. N. (2018). Kajian Kinerja Struktur Gedung Simetris Menggunakan Peredam Tipe Fluid Viscous Damper. Jurnal Rekayasa Hijau, 2(2). https://doi.org/10.26760/jrh.v2i2.2391
Hinojosa, H. R. (2023). The Importance of Assessing the Geological Site Effects of Ancient Earthquakes from the Archaeoseismological Point of View. In Eng (Vol. 4, Issue 1). https://doi.org/10.3390/eng4010043
Islam, N. U., & Jangid, R. S. (2021). Seismic Performance of the Inerter and Negative Stiffness–Based Dampers for Vibration Control of Structures. Frontiers in Built Environment, 7. https://doi.org/10.3389/fbuil.2021.773622
Kareem, A. (1997). Modelling of base-isolated buildings with passive dampers under winds. Journal of Wind Engineering and Industrial Aerodynamics, 72(1–3). https://doi.org/10.1016/S0167-6105(97)00232-8
Kazemi, F., Mohebi, B., & Jankowski, R. (2021). Predicting the seismic collapse capacity of adjacent SMRFs retrofitted with fluid viscous dampers in pounding condition. Mechanical Systems and Signal Processing, 161. https://doi.org/10.1016/j.ymssp.2021.107939
Kharis Pratama, A., Ashaury, H., & Rakhmat Umbara, F. (2024). KLASIFIKASI DATA GEMPA BUMI DI PULAU JAWA MENGGUNAKAN ALGORITMA EXTREME GRADIENT BOOSTING. JATI (Jurnal Mahasiswa Teknik Informatika), 7(4), 2923–2929. https://doi.org/10.36040/jati.v7i4.7296
Kitayama, S., & Constantinou, M. C. (2022). Performance evaluation of seismically isolated buildings near active faults. Earthquake Engineering and Structural Dynamics, 51(5), 1017–1037. https://doi.org/10.1002/eqe.3602
Kumalasari, A. I., Suswanto, B., & Sugihardjo, H. (2022). Perbandingan Perilaku Siklik Elemen Replaceable Link Material Baja Konvesional Dengan Low Yield Point Steel (LYS). Jurnal Rekayasa Sipil (JRS-Unand), 18(1), 17. https://doi.org/10.25077/jrs.18.1.17-29.2022
Li, Y., Zong, Z., Yang, B., Lin, Y., & Lin, J. (2020). Research on longitudinal collapse mode and control of the continuous bridge under strong seismic excitations. Applied Sciences (Switzerland), 10(17). https://doi.org/10.3390/app10176049
Marbun, G. J. H., Bambang Susetyarto, M., & Tundono, S. (2024). STRUKTUR DAN KONSTRUKSI TAHAN GEMPA SEBAGAI GAGASAN EKSPLORASI BENTUK BANGUNAN PUSAT EVAKUASI. Metrik Serial Teknologi Dan Sains, 5(1). https://doi.org/10.51616/teksi.v5i1.512
Mincigrucci, L., Civera, M., Lenticchia, E., Ceravolo, R., Rosano, M., & Russo, S. (2023). Comparative Structural Analysis of GFRP, Reinforced Concrete, and Steel Frames under Seismic Loads. Materials, 16(14). https://doi.org/10.3390/ma16144908
Oktaviana, P. P., & Fithriasari, K. (2023). Implementation of Bayesian Simulation for Earthquake Disaster Risk Analysis in Indonesia based on Gutenberg Richter Model and Copula Method. Pakistan Journal of Statistics and Operation Research, 19(2). https://doi.org/10.18187/pjsor.v19i2.3089
Peng, Z., Guo, Z., Shen, Y., & Wang, X. (2023). Inter-Story Drift Ratio Detection of High-Rise Buildings Based on Ambient Noise Recordings. Applied Sciences (Switzerland), 13(11). https://doi.org/10.3390/app13116724
Praja, B. A., Avanti, J. B., Atma, U., & Yogyakarta, J. (2022). WAKTU GETAR STRUKTUR BANGUNAN GEDUNG DENGAN PEREDAM GETAR EKSTERNAL FLUID VISCOUS DAMPER. JCEBT, 6(2). http://ojs.uma.ac.id/index.php/jcebt
Pribadi, A., Desmaliana, E., & Fadlisha, D. T. (n.d.). RekaRacana: Jurnal Teknik Sipil © Jurusan Teknik Sipil Itenas | No Studi Perbandingan Respon Struktur Gedung Menggunakan Fluid Viscous Damper dengan Variasi Jumlah Lantai (Vol. 6).
Ras, A., & Boumechra, N. (2016). Seismic energy dissipation study of linear fluid viscous dampers in steel structure design. Alexandria Engineering Journal, 55(3). https://doi.org/10.1016/j.aej.2016.07.012
Riaz, R. D., Malik, U. J., Shah, M. U., Usman, M., & Najam, F. A. (2023). Enhancing Seismic Resilience of Existing Reinforced Concrete Building Using Non-Linear Viscous Dampers: A Comparative Study. Actuators, 12(4). https://doi.org/10.3390/act12040175
Sebaq, M. S., Xiao, Y., & Song, G. (2023). Damage indices of steel moment-resisting frames equipped with fluid viscous dampers. Journal of Asian Architecture and Building Engineering, 22(6). https://doi.org/10.1080/13467581.2023.2182645
Shmerling, A., & Gerdts, M. (2023). Short-horizon acceleration-predictive control for reducing lateral seismic inertia forces of inelastic frame structures using semi-active fluid viscous dampers. Computers and Structures, 281. https://doi.org/10.1016/j.compstruc.2023.107032
Suryawinata, F. A., Tirtosugondo, T. F., Ghewa, G., Widianto, D., & Hartanto, D. (2023). 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
Takewaki, I., & Akehashi, H. (2021). Comprehensive Review of Optimal and Smart Design of Nonlinear Building Structures With and Without Passive Dampers Subjected to Earthquake Loading. In Frontiers in Built Environment (Vol. 7). https://doi.org/10.3389/fbuil.2021.631114
Tatang, D. J., & Tjong, L. F. (2022). Studi Komparasi Perilaku Gedung Beton Bertulang dengan Ketidakberaturan Vertikal Tipe 2 Menggunakan Dinding Geser dan Rangka Bresing Konsentrik Inverted-V. Dinamika Teknik Sipil: Majalah Ilmiah Teknik Sipil, 15(2), 91–97. https://doi.org/10.23917/dts.v15i2.19715
Tiwari, P., Badal, P., & Suwal, R. (2023). Effectiveness of fluid viscous dampers in the seismic performance enhancement of RC buildings. Asian Journal of Civil Engineering, 24(1). https://doi.org/10.1007/s42107-022-00504-1
Trimurtiningrum, R., Sarya, G., Ramdhan Rizky Fitra Febrianno, G., & Elfin Nur Fitriyati, dan. (2021). STUDI PERBANDINGAN PERILAKU GEDUNG BETON BERTULANG MENGGUNAKAN SISTEM GANDA DENGAN DINDING GESER DAN BRESING TERHADAP BEBAN GEMPA. 9(3), 133–138.
Vasile, O., & Bugaru, M. (2023). A New Modeling Approach for Viscous Dampers Using an Extended Kelvin–Voigt Rheological Model Based on the Identification of the Constitutive Law’s Parameters. Computation, 11(1). https://doi.org/10.3390/computation11010003
Wahyu, A. P., & Arini, R. N. (2024). Analisis Penggunaan Fluid Viscous Damper (FVD) pada Struktur Gedung. Jurnal Media Teknik Sipil, 22(2), 51–58. https://doi.org/10.22219/jmts.v22i2.28781
Yahya Mohammed Almajhali, K. (2018). Seismic Response Evaluation of High-Rise Building with and Without Fluid Viscous Damper. American Journal of Civil Engineering, 6(5), 167. https://doi.org/10.11648/j.ajce.20180605.15
Zhang, W., Zhang, C., Su, L., Zheng, Y., & Du, X. (2023). Experimental study on the dynamic performance of a winding rope fluid viscous damper. Engineering Structures, 281. https://doi.org/10.1016/j.engstruct.2023.115786
Zoccolini, L., Bruschi, E., Cattaneo, S., & Quaglini, V. (2023). Current Trends in Fluid Viscous Dampers with Semi-Active and Adaptive Behavior. In Applied Sciences (Switzerland) (Vol. 13, Issue 18). Multidisciplinary Digital Publishing Institute (MDPI). https://doi.org/10.3390/app131810358
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