Effect of Standard No. 2800 Rules for Moment Resisting Frames on the Elastic and Inelastic Behavior of Dual Steel Systems
According to most valid Design Codes including the Iranian Seismic Design Code (Standard No. 2800), moment resisting frames in dual systems must have the ability of resisting the 25% of the total lateral load of the dual system independently. This study is conducted to investigate the implementation of this rule for dual steel structures with two types of steel braced frame. Also, its effect on the strength of the structure and the distribution of lateral load between the frames and the bracing system is evaluated. In order to investigate the effect of that rule, structural models with 5, 10 and 15 floors are modeled. Nonlinear static analysis is employed and results are discussed. Following the Standard No. 2008 seems to increase the structure’s lateral resistance and decrease the number of elements entered into the inelastic behavior stage. In general, the structure has a more desirable inelastic behavior.
B. Stafford Smith, A. Coull, Tall building structures: analysis and design, Wiley, 1991
A. S. Whittaker, C. M. Uang, V. V. Bertero, An Experimental Study of the Behavior of Dual Steel Systems, University of California, Berkeley, 1990
A. K. Jain, R. G. Redwood, F. Lu, “Seismic response of concentrically braced dual steel frames”, Canadian Journal of Civil Engineering, Vol. 20, No. 1, pp. 672-687, 1993
F. A. Charney, V. V. Bertero, An Evaluation of the design and analytical seismic response of a seven-storey reinforced concrete frame-wall structure, University of California, Berkeley, 1982
F. R. Khan, J. A. Sbarounis, “Interaction of shear walls and frames”, ASCE. Journal of Structural Division, Vol. 90, No. 3, pp. 10-15, 1964
A. C. Heidebrecht, B. Stafford Smith, “Approximate Analysis of Tall Wall-Frame Structure”, Journal of Structural Division, Vol. 99, No. 2, pp. 1734-1744, 1973
B. S. Smith, M. Kuster, J. C. D. Hoenderkainp, “Generalized method for estimating drift in high-rise structures”, Journal of Structural Engineering, Vol. 110, No. 7, pp. 1549-1562, 1984
M. J. Nollet, B. S. Smith, “Stiffened-storey wall-frame tall building structure”, Computers & Structures, Vol. 66, No. 2-3, pp. 225-240, 1998
J. Lee, M. Bang, J. Y. Kim, “An analytical model for high-rise wall-frame structures with outriggers”, The Structural Design of Tall and Special Building, Vol. 17, No. 4, pp. 839-851, 2008
H. Tekeli, E. Atimtay, M. Turkmen, “A Simplified method for determining sway in reinforced concrete dual buildings and design applications”, The Structural Design of Tall and Special Buildings, Vol. 22, No. 15, pp. 1156–1172, 2013
L. J. Aukeman, P. Laursen, “Evaluation of the ASCE7-05 standard for dual systems: response historey analysis of a tall buckling-restrained braced frame dual systems”, Structure Congress, pp. 2707-2717, 2011
A. Mehdipanah, S. R. Mirghaderi, S. A. Razavi, “Evaluation of seismic behavior of buckling restrained braced frames as dual system in combination with special moment restring frames”, 15th World Conferences on Earthquake Engineering, 2012
A. Mehdipanah, S. R. Mirghaderi, S. A. Razavi, “Seismic performance of stiffness-based designed buckling-restrained braced frame and special moment-resisting frame dual systems”, Structure and Infastructure Engineering, Vol. 12, No. 8, pp. 918-935, 2016
American Society of Civil Elilgineers, ASCE7-05, Minimum Design Loads for Building and Other Structures, ASCE, 2005
Permanent Committee of Revising the Code of Practice for Seismic resistant Design of Buildings, Iranian code of practice for seismic resistant design of building (Standard No. 2800), 3rd edition, Building & Housing Research Center, 2007
American Institute of Steel Construction, Specification for Structural Steel Buildings: Allowable Stress Design and Plastic Design, AISC, 1989
Federal Emergency Management Agency, Prestandard and Commentary for the Seismic Rehabilitation of Buildings, ASCE, 2000
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