Ductility Analysis of L & T Shaped Wall to Wall Connections of 3D Panels Subjected to Lateral & Gravity Loading

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بررسی شکل پذیری اتصالات L و T شکل دیوار به دیوار 3D پانل تحت بارگذاری جانبی و ثقلی

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Type of Document: M.Sc. Thesis
Language: Farsi
Document No: 43518 (09)
University: Sharif University of Technology
Department: Civil Engineering
Advisor(s): Vafaei, Abolhassan; Kabir, Mohammad Zaman
Abstract:
Iran requires basic changes in using construction materials and industrial system of house production due to its particular climatic conditions such as being located on the earthquake belt and social conditions such as lack of house. 3D panel is one of the best options for industrial construction and especially mass building.
In this thesis, different suggested designs for L & T shaped wall to wall connections of 3D panel under lateral-cyclic and gravity loading were modeled and analyzed by ANSYS software. Numerical analysis indicates that concrete perpendicular hank and welded wire mesh WWF 3/3/50/50 have positive effect on the ultimate strength and ductility of the connection. Hence, the most appropriate design for the connections is the one with welded wire mesh WWF 3/3/50/50 and concrete perpendicular hank.
Keywords:
Ductility ; Lateral Loading ; Three Dimentional Panel ; Shotcrete Concrete ; L-Shape Connection ; T-Shape Connection

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