4Chopra AK, Goel R K. A Modal Pushover Analysis Procedure for Estimating Seismic Demands for Building [ J ]. Earthquake Engineering and Structural Dynamics 2002, 31:561-582.
8Chopra AK, Goel RK. A Modal Pushover Analysis Procedure for Estimating Seismic Demands for Buildings[J]. Earthquake Engineering and Structural Dynamics 2002;31: 561 - 582.
9Peter Fajfar. Capacity Spectrum Method Based on Inelastic Demand Spectra[ J ]. Earthquake Engineering and Structural Dynamics,1999.
10Tysh Shang Jan et. Al. An Upper - Bound Pushover Analysis Procedure for Estimating the Seismic Demands Of High - Rise Buildings[ J]. Engineering Structures 26(2004)117 - 128.
2Liu J B, Liu Y B. Seismic behavior analysis of steel- concrete composite frame structure systems [ C ]//14th World Conference on Earthquake Engineering. Beijing: Chinese Association of Earthquake Engineering,2008.
3Karimi K, Michael J T, Wael W E. Influence of slenderness on the behavior of a FRP - encased steel - concrete composite column [ J ]. Journal of Composites for Construction ,2012,16 ( 1 ) : 100 - 109.
4Kawaguehi J, Morino S, Sugimoto T, et al. Experimental study on structural characteristics of portal frames consisting of square CFT columns[ C ]//Proceedings of the Conference Composite Construction in Steel and Concrete IV. Banff, Canada:American Society of Civil Engineers, 2002.
5Oreste S B, Sun F F, Postal S. Non - linear analysis of steel - concrete composite frames with full and partial shear connection subjected to seismic loads [ J]. Journal of Constructional Steel Research ,2005,61 (1) :67 -92.
6Han L H, Li W, Yang Y F. Seismic behaviour of concrete - filled steel tubular frame to RC shear wall high - rise mixed structures [ J ]. Journal of Constructional Steel Research, 2009,65 (50) : 1249 - 1260.
7Beth M, Hueste D, Bai J W. Seismic retrofit of a reinforced concrete flat - slab structure : Part II - seismic fragility analysis [ J ]. Engineering Structures, 2007,29 ( 6 ) : 1178 - 1188.
