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Analysis of composite shear walls with a gap between reinforced concrete wall and steel frame

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Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In this research, nonlinear analysis of composite shear walls (CSWs) with a gap between reinforced concrete wall and steel frame is investigated under cyclic loading by the use of the finite element method (FEM) software ABAQUS. For the purpose of the verification, an experimental test is modelled and comparison of its obtained result with that of the experimental test demonstrates an inconsiderable difference between them; therefore, the reasonable accuracy of the modelling is revealed. Then, effects of different parameters on the behaviour of the CSWs are examined. Gap size between reinforced concrete wall and steel frame, reinforcement percentage, steel sections of beams and columns, and existence of reinforced concrete wall are considered as parameters. It is concluded that change of the parameters affects the ultimate strength, ductility, and energy dissipation of the system. A steel shear wall (SSW) is also modelled and compared with the CSWs. Buckling of the walls is presented as well.
Rocznik
Strony
41--53
Opis fizyczny
Bibliogr. 14 poz., il., tab.
Twórcy
  • Department of Building Engineering, Energy Systems, and Sustainability Science, Faculty of Engineering and Sustainable Development, University of Gävle, Gävle, Sweden
  • Department of Civil Engineering, Abadan Branch, Islamic Azad University, Abadan, Iran
Bibliografia
  • 1. Y. Takanashi, T. Takemoto, M. Tagaki, “Experimental study on thin steel shear walls and particular bracing under alternative horizontal load”, Report IABSE Lisbon Portugal 13 (3): 31-40, 1973.
  • 2. G. L. Kulak, “Unstiffened steel plate shear walls”, Chapter 9 of Structures Subjected to Repeated Loading–Stability and Strength, R. Narayanan, T. M. Roberts, Editors, Elsevier Applied Science Publications, London, 237-276, 1991.
  • 3. R. G. Driver, G. L. Kulak, D. J. L. Kennedy, A. E. Elwi, “Cyclic test of four-story steel plate shear wall”, Journal of Structural Engineering 124 (2): 112-120, 1998.
  • 4. Q. H. Zhao, A. Astaneh-Asl, “Cyclic behavior of traditional and innovative composite shear wall”, Journal of Structural Engineering 130 (2): 271-284, 2004.
  • 5. A. Arabzadeh, M. Soltani, A. Ayazi, “Experimental investigation of composite shear walls under shear loadings”, Thin-walled Structures 49: 842-854, 2011.
  • 6. A. K. Bhowmick, G. Y. Grondin, R. G. Driver, “Nonlinear seismic analysis of perforated steel plate shear walls”, Journal of Constructional Steel Research 94: 103-113, 2014.
  • 7. Z. Guo, Y. Yuan, “Experimental study of steel plate composite shear wall units under cyclic load”, International Journal of Steel Structures 15 (3): 515-525, 2015.
  • 8. A. Titiksh, G. Bhatt, “Optimum positioning of shear wall for minimizing the effect of lateral forces in multistorey- buildings”, Archives of Civil Engineering LXVIII: 151-162, 2017.
  • 9. M. Dastfan, R. Driver, “Test of a steel plate shear wall with partially encased composite columns and RBS frame connections”, Journal of Structural Engineering 144 (2): 04017187(1-9), 2018.
  • 10. Y. Lv, L. Li, D. Wu, B. Zhong, Y. Chen, N. Chouw, “Experimental investigation of steel plate shear walls under shear-compression interaction”, Shock and Vibration, Article ID 8202780, 2019.
  • 11. B. Rabbat, H. Russell, “Friction coefficient of steel on concrete or grout”, Journal of Structural Engineering 111 (3): 505-515, 1985.
  • 12. A. Bahrami, W. H. Wan Badaruzzaman, S. A. Osman, “Investigation of concrete-filled steel composite (CFSC) stub columns with bar stiffeners”, Journal of Civil Engineering and Management 19 (3): 433-446, 2013.
  • 13. A. Bahrami, W. H. Wan Badaruzzaman, S. A. Osman, “Numerical study of concrete-filled steel composite (CFSC) stub columns with steel stiffeners”, Latin American Journal of Solids and Structures 11: 687-703, 2014.
  • 14. ATC-24, “Guidelines for seismic testing of components of steel structures”, Report 24, Applied Technology Council, Redwood City: CA., 1992.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-7b480dce-edf9-4530-8570-adf176dd97c5
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