Shear-flexure Interaction Frame Model on Kerr-type Foundation ‎for Analysis of Non-ductile RC Members on Foundation

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نوع سند: مقاله ژورنالی
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JR_JACM-8-3_026

تاریخ نمایه سازی: 18 اسفند 1400

Abstract:

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.

Authors

Suchart Limkatanyu

Department of Civil and Environmental Engineering, Prince of Songkla University, Songkhla, ۹۰۱۱۲, Thailand

Worathep Sae-Long

Civil Engineering Program, School of Engineering, University of Phayao, Phayao, ۵۶۰۰۰, Thailand

Nattapong Damrongwiriyanupap

Civil Engineering Program, School of Engineering, University of Phayao, Phayao, ۵۶۰۰۰, Thailand

Thanongsak Imjai

School of Engineering and Technology, Walailak University, Nakhorn Si Thammarat, ۸۰۱۶۰, Thailand

Preeda Chaimahawan

Civil Engineering Program, School of Engineering, University of Phayao, Phayao, ۵۶۰۰۰, Thailand‎

Piti Sukontasukkul

Construction and Building Materials Research Center, Department of Civil Engineering, King Mongkut’s University of Technology North Bangkok,‎ Bangkok, ۱۰۸۰۰, Thailand

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  • Zhang, J., Makris, N., Seismic response analysis of highway overcrossings ...
  • Xie, Y., DesRoches, R., Sensitivity of seismic demands and fragility ...
  • Katzenbach, R., Leppla, S., Vogler, M., Seip, M., Kurze, S., ...
  • Kontogianni, V., Stiros, S.C., Ground loss and static soil–structure interaction ...
  • Gharad, A.M., Sonparote, R.S., Influence of soil-structure interaction on the ...
  • Östlund, J.L., Andersson, A., Ülker-Kaustell, M., Battini, J.-M., On the ...
  • Nguyen, K.T., Reduced-order model for dynamic soil-pipe interaction analysis, Ph.D. ...
  • Jena, S.K., Chakraverty, S., Malikan, M., Sedighi, H.M., Implementation of ...
  • Koochi, A., Goharimanesh, M., Nonlinear oscillations of CNT nano-resonator based ...
  • Abouelregal, A.E., Sedighi, H.M., Faghidian, S.A., Shirazi, A.H., Temperature-dependent physical ...
  • Gueguen, P., Bard, P.-Y., Soil-structure and soil-structure-soil interaction: Experimental evidence ...
  • Sapountzakis, E., Kampitsis, A., Inelastic analysis of beams on two-parameter ...
  • Limkatanyu, S., Damrongwiriyanupap, N., Kwon, M., Ponbunyanon, P., Force-based derivation ...
  • Tabatabaiefar, S.H.R., Fatahi, B., Samali, B., Numerical and experimental investigations ...
  • Fathi, A., Sadeghi, A., Azadi, M.R.E., Hoveidae, N., Assessing the ...
  • Liu, S., Liu, S., Zhang, W., Lu, Z., Experimental study ...
  • Yue, F., A refined model for analysis of beams on ...
  • Riaz, M.R., Motoyama, H., Hori, M., Review of soil-structure interaction ...
  • Schuricht, F., A new mathematical foundation for contact interactions in ...
  • Steinmann, P., Geometrical foundations of continuum mechanics, Springer, Berlin, Heidelberg, ...
  • Mullapudi, R., Ayoub, A., Nonlinear finite element modeling of beams ...
  • Limkatanyu, S., Sae-Long, W., Prachasaree, W., Kwon, M., Improved nonlinear ...
  • Elishakoff, I., Tonzani, G.M., Zaza, N., Marzani, A., Contrasting three ...
  • Tran, Q.A., Villard, P., Dias, D., Discrete and continuum numerical ...
  • Yavari, A., Sarkani, S., Reddy, J.N., Generalized solutions of beams ...
  • Limkatanyu, S., Kuntiyawichai, K., Spacone, E., Kwon, M., Nonlinear Winkler-based ...
  • Papachristou, K.S., Sophianopoulos, D.S., Buckling of beams on elastic foundation ...
  • Boudaa, S., Khalfallah, S., Bilotta, E., Static interaction analysis between ...
  • Sae-Long, W., Limkatanyu, S., Hansapinyo, C., Prachasaree, W., Rungamornrat, J., ...
  • Alimoradzadeh, M., Salehi, M., Esfarjani, S.M., Nonlinear dynamic response of ...
  • Winkler, E., Die Lehre von der und Festigkeit, Dominicus, Prague, ...
  • Filonenko-Borodich, M.M., Some approximate theories of the elastic foundation, Uchenyie ...
  • Pasternak, P.L., On a new method of analysis of an ...
  • Hetényi, M., Beams on elastic foundation: Theory with applications in ...
  • Zhaohua, F., Cook, R.D., Beam elements on two-parameter elastic foundations, ...
  • Hetényi, M., A general solution for the bending of beams ...
  • Kerr, A.D., A study of a new foundation model, Acta ...
  • Limkatanyu, S., Prachasaree, W., Damrongwiriyanupap, N., Kwon, M., Jung, W., ...
  • Cai, J.B., Chen, W.Q., Ye, G.R., Ding, H.J., On natural ...
  • Avramidis, I.E., Morfidis, K., Bending of beams on three-parameter elastic ...
  • Zhang, L., Wu, G.T., Wu, J., A Kerr‐type elastic foundation ...
  • Wang, J.-J., Chen, F., Li, D., A simple solution of ...
  • Jena, S.K., Chakraverty, S., Malikan, M., Application of shifted Chebyshev ...
  • Lynn, A.C., Moehle, J.P., Mahin, S.A., Holmes, W.T., Seismic evaluation ...
  • Sezen, H., Whittaker, A.S., Elwood, K.J., Mosalam, K.M., Performance of ...
  • Mergos, P. E., Beyer, K., Modelling shear–flexure interaction in equivalent frame ...
  • Feng, N., Fu, C., Seismic behavior of nonductile RC frame ...
  • Sae-Long, W., Limkatanyu, S., Damrongwiriyanupap, N., Shear-flexure-interaction frame element inclusion ...
  • Nouali, A., Matallah, M., A simplified approach to assess the ...
  • Panedpojaman, P., Design of steel beams and steel beams with ...
  • Elizalde, H., Cárdenas, D., Delgado-Gutierrez, A., Probst, O., In-plane shear-axial ...
  • Vecchio, F.J., Collins, M.P., The modified compression field theory for ...
  • Guedes, J., Pinto, A.V., A numerical model for shear dominated ...
  • Ceresa, P., Petrini, L., Pinho, R., Flexure-shear fiber beam-column elements ...
  • Priestley, M.J.N., Seible, F., Calvi, G.M., Seismic design and retrofit ...
  • Ricles, J.M., Yang, Y.-S., Priestley, M.J.N., Modeling nonductile R/C columns ...
  • Sezen, H., Moehle, J.P., Shear strength model for lightly reinforced ...
  • Beyer, K., Dazio, A., Priestley, M.J.N., Shear deformations of slender ...
  • Biskinis, D.E., Roupakias, G.K., Fardis, M.N., Degradation of shear strength ...
  • Marini, A., Spacone, E., Analysis of reinforced concrete elements including ...
  • Martinelli, L., Modeling shear-flexure interaction in reinforced concrete elements subjected ...
  • Ceresa, P., Petrini, L., Pinho, R., Sousa, R., A fibre ...
  • Feng, D.-C., Wu, G., Sun, Z.-Y., Xu, J.-G., A flexure-shear ...
  • Feng, D.-C., Xu, J., An efficient fiber beam-column element considering ...
  • Sae-Long, W., Limkatanyu, S., Prachasaree, W., Horpibulsuk, S., Panedpojaman, P., ...
  • Sae-Long, W., Limkatanyu, S., Hansapinyo, C., Imjai, T., Kwon, M., ...
  • Mergos, P.E., Kappos, A.J., A distributed shear and flexural flexibility ...
  • Mergos, P.E., Kappos, A.J., A gradual spread inelasticity model for ...
  • Sae-Long, W., Limkatanyu, S., Panedpojaman, P., Prachasaree, W., Damrongwiriyanupap, N., ...
  • Carrera, E., Giunta, G., Petrolo, M., Beam structures: Classical and ...
  • Taylor, R.L., FEAP: A finite element analysis program, User manual: ...
  • Kent, D.C., Park, R., Flexural members with confined concrete, Journal ...
  • Menegotto, M., Pinto, P.E., Method of analysis for cyclically loaded ...
  • Spacone, E., Limkatanyu, S., Responses of reinforced concrete members including ...
  • Rakowski, J., The interpretation of the shear locking in beam ...
  • Beirao da Veiga, L., Lovadina, C., Reali, A., Avoiding shear ...
  • Lee, S.J., Park, K., Static analysis of Timoshenko beams using ...
  • Baier-Saip, J.A., Baier, P.A., de Faria, A.R., Oliveira, J.C., Baier, ...
  • Priestley, M.J.N., Seible, F., Verma, R., Xiao, Y., Seismic shear ...
  • Park, R., Paulay, T., Reinforced concrete structures, John Wiley & ...
  • Sezen, H., Seismic behavior and modeling of reinforced concrete building ...
  • Lynn, A.C., Seismic evaluation of existing reinforced concrete building columns, ...
  • Antonio, L.M., Pavanello, R., de Almeida Barros, P.L., Marine pipeline–seabed ...
  • Shiri, H., Response of steel catenary risers on hysteretic non-linear ...
  • Alemdar, B.N., Gülkan, P., Beams on generalized foundations: supplementary element ...
  • Morfidis, K., Exact matrices for beams on three-parameter elastic foundation, ...
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