Seismic Response Analysis of 2-Storey Mosque Structure Using Diagonal Brace Damper and Toggle Brace Damper
DOI:
https://doi.org/10.53893/ijrvocas.v2i3.150Keywords:
Passive Vibration Control, Toggle Brace Damper (TBD), Magnification Factor, Time History Analysis (THA)Abstract
Mosque structure are typical public building where Muslim follower doing their worship and social activities. These structures are common in Indonesia where the dangerous earthquake usually happens. This paper is aimed to study of passive control of a typical 2-storey Mosque structure using diagonal and toggle brace damper. At the first, we build a simplified structure model of 2 degree of freedom (2DOF) for controlled and uncontrolled system. In this study, we create 5 cases where case 1 as uncontrolled system. Then we compared the dynamic responses of the structure cases subjected to 1940 El Centro earthquake record using time history analysis (THA). The effect of the geometric configuration of the damper attached to the structure which influenced by the magnification factor will be studied.
References
Chopra, A. K., Dynamic of Structures: Theory and Application to Earthquake Engineering, 3rd edition, 2007.
Constantinou, M. C., Soong, T. T., Dargush. G. F., Passive Energy Dissipation System for Structural Design and Retrofit. Multidiciplinary Center for Earthquake Engineering Research, University of New York at Buffalo, Buffalo, New York. 1998.
Constantinou, M. C., Tsopelas, P., Hammel, W., and Sigaher, A. N. Toggle-brace-damper seismic energy dissipation systems. J. Struct. Eng., 127 (2), pp.105-112. 2001.
Dalmeri, D. (2014). Revitalisasi Fungsi Masjid Sebagai Pusat Ekonomi Dan Dakwah Multikultural. Walisongo: Jurnal Penelitian Sosial Keagamaan, 22(2), 321-350. doi:https://doi.org/10.21580/ws.22.2.269
Finaka, A. W. (n.d.). Indonesia di Lingkaran api pasifik: Indonesia baik. indonesiabaik. Retrieved 2022, from https://indonesiabaik.id/infografis/indonesia-di-lingkaran-api-pasifik
H. Gavin, "Numerical integration for structural dynamics," Department of Civil and Environmental Engineering, Duke University, Durham, NC, 2001.
Hwang, J.-S., Huang, Y.-N., Hung. Y.-N., Analytical and experimental study of toggle-brace-damper systems. J. Struct. Eng., 131(7). pp.1035-1043. 2005.
J. Fikri and L. -J. Huang, "Passive vibration control analysis of a mosque structure using diagonal bracing damper and toggle bracing damper," 2018 IEEE International Conference on Applied System Invention (ICASI), 2018, pp. 331-334, doi: 10.1109/ICASI.2018.8394601.
Lindfield, G., & Penny, J. (2018). Numerical methods: using MATLAB. Academic Press.
Nguyen, N. D., Le, T. L., & Thoi Le, N. (2022). Design and simulation of the controller proportional - integral - differential (PID) for unmanned surface vessels. International Journal of Research in Vocational Studies (IJRVOCAS), 1(4), 01–10. https://doi.org/10.53893/ijrvocas.v1i4.61
Sleemah, A. A., and Constantinou, M. C., Investigation of seismic response of buildings with linear and nonlinear fluid viscous dampers. Rep. No. NCEER-97-0004, National Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, New York. 1997.
Wirawan, J. (n.d.). Gempa Aceh ingatkan pentingnya bangunan tahan GEMPA. BBC News Indonesia. Retrieved , 2022, from https://www.bbc.com/indonesia/majalah-38441281
Zhang. R., He. H., Weng. D., Zhou. H., Ding. S., Theoretical analysis and experimental research on toggle-brace-damper system considering different installation modes. Scientia Iranica., 19(6), pp. 1379-1390. 2012.
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Copyright (c) 2022 Julian Fikri, Li-Jeng Huang
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