Abstract
It is important to validate the hysteresis loops between the experimental results while modeling using HYSTERES program in Ruaumoko 2-D. One-third scale three-storey double unit tunnel form building was designed using BS8110, and constructed and tested under in-plane lateral cyclic loading. Parameters such as ultimate lateral load, stiffness, ductility, and equivalent viscous dam** (EVD) were calculated using the experimental hysteresis loops. The analytical result from the modeling of hysteresis loops was compared with experimental results for validation purposes. The modeling of hysteresis loops was developed using Modified SINA hysteresis rule in the HYSTERES program. This type of hysteresis rule was selected because it is most similar to the hysteresis loops obtained from experimental work. The comparison results show good correlation as the percentage difference is less than 5 % for all parameters.
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Acknowledgments
The authors express gratitude to the e-Science Fund from MOSTI (Ministry of Science, Technology and Innovation), Putrajaya, Malaysia and RMI (Research Management Institute) for the funding of this research. Furthermore, special thanks and appreciation are conveyed to all technicians in the Heavy Structural Laboratory, Faculty of Civil Engineering, UiTM for assisting in this experimental work.
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Anudai, S.A., Hamid, N.H., Hashim, M.H. (2016). Comparative Study of Seismic Behavior of Tunnel Form Building Between Experiment and Modeling. In: Yusoff, M., Hamid, N., Arshad, M., Arshad, A., Ridzuan, A., Awang, H. (eds) InCIEC 2015. Springer, Singapore. https://doi.org/10.1007/978-981-10-0155-0_22
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DOI: https://doi.org/10.1007/978-981-10-0155-0_22
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