Study on Seismic Behavior of Steel & Concrete Hybrid Structure

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Seismic behavior of the steel & concrete hybrid structure is studied by Sap2000, including modal analysis, response spectrum analysis and time-history analysis. Also, a simplified calculation model of the steel & concrete hybrid structure is established, and some formulae have been derived from this model, such as the natural frequency, top displacement, shear of both the core tube and the steel frame, on the basis of finite element method of bar system. Those formulae can be used to explain and approximately count the seismic response of steel & concrete hybrid structure.

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1406-1411

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September 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Charles W.Roeder: Engineering structures, Vol. 4(1998), p.6

Google Scholar

[2] Johnson R.P.: Composite structures of steel and concrete, vol 1: Beams, columns, frames and applications in building. 2nd Ed. Oxford: Blackwell Scientific, (1994)

Google Scholar

[3] Franklin.Y.Cheng: Inelastic Analysis of 3-D Mixed Steel And Reinforced Concrete Seismic Building Systems, Computer & Structures.

Google Scholar

[4] P.Fajfar & M.Fischinger: Mathematical Modeling of Reinforced Concrete Structural Walls for Nonlinear Seismic Analysis, Structural Dynamics, 1990:471-478

DOI: 10.1201/9780203738085-68

Google Scholar

[5] Kabeyasawa, T.Et al,U.S. Japan Cooperative Research on R/C Full-Scale Building Test, Part 5: Discussion of Dynamic Response System, Proc.8th,WCEE,627-634.

Google Scholar