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Shear-flexure Interaction Frame Model on Kerr-type Foundation for Analysis of Non-ductile RC Members on Foundation | ||
| Journal of Applied and Computational Mechanics | ||
| مقاله 26، دوره 8، شماره 3، مهر 2022، صفحه 1076-1090 اصل مقاله (633.96 K) | ||
| نوع مقاله: Research Paper | ||
| شناسه دیجیتال (DOI): 10.22055/jacm.2022.39597.3440 | ||
| نویسندگان | ||
| Suchart Limkatanyu1؛ Worathep Sae-Long* 2؛ Nattapong Damrongwiriyanupap2؛ Thanongsak Imjai3؛ Preeda Chaimahawan4؛ Piti Sukontasukkul5 | ||
| 1Department of Civil and Environmental Engineering, Prince of Songkla University, Songkhla, 90112, Thailand | ||
| 2Civil Engineering Program, School of Engineering, University of Phayao, Phayao, 56000, Thailand | ||
| 3School of Engineering and Technology, Walailak University, Nakhorn Si Thammarat, 80160, Thailand | ||
| 4Civil Engineering Program, School of Engineering, University of Phayao, Phayao, 56000, Thailand | ||
| 5Construction and Building Materials Research Center, Department of Civil Engineering, King Mongkut’s University of Technology North Bangkok, Bangkok, 10800, Thailand | ||
| چکیده | ||
| In the present day, non-ductile reinforced concrete (RC) members have still appeared in certain parts of the existing old buildings and bridges. These structures always exhibit shear failure when they have been subjected to seismic loading, resulting in a complicated problem for studying or simulating the behaviors of these structures. The soil-structure interaction is a part of these problems that are of interest and motivated in the current study. Therefore, this paper proposes a novel frame model on the Kerr-type foundation with the inclusion of the shear-flexure interaction for the analysis of the non-ductile RC members resting on the foundation. The proposed model is derived from the displacement-based formulation together with the Timoshenko beam theory. The effects of shear-flexure interaction are taken into account in the proposed model through the shear constitutive law. Finally, two numerical simulations are used to assess the capability, accuracy, and efficiency of the proposed model to characterize non-ductile RC members resting on the foundation. Furthermore, these simulations demonstrate the impact of the shear-flexure interaction on the responses of non-ductile RC members on the foundation. | ||
| کلیدواژهها | ||
| Non-ductile RC member؛ Shear model؛ Kerr-type foundation؛ Virtual displacement principle؛ Finite element | ||
| مراجع | ||
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