Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members
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[1] Lin-Hai Han,et al. Cyclic performance of concrete-filled steel CHS columns under flexural loading , 2005 .
[2] Raphael H. Grzebieta,et al. Hollow and concrete filled steel hollow sections under transverse impact loads , 2008 .
[3] Lin-Hai Han,et al. Fire performance of steel-concrete composite structures in China : test, analysis and design approach , 2013 .
[4] Lin-Hai Han,et al. Flexural behaviour of concrete-filled steel tubes , 2004 .
[5] Dawn E. Lehman,et al. Analytical modeling of bending of circular concrete-filled steel tubes , 2012 .
[6] Yan Xiao,et al. Flexural Behavior of Concrete-Filled Circular Steel Tubes under High-Strain Rate Impact Loading , 2012 .
[7] Yong Wang. A simple method for calculating the fire resistance of concrete-filled CHS columns , 2000 .
[8] Lin-Hai Han,et al. Compressive and flexural behaviour of concrete filled steel tubes after exposure to standard fire , 2005 .
[9] Jerome F. Hajjar,et al. Nonlinear Seismic Analysis of Circular Concrete-Filled Steel Tube Members and Frames , 2012 .
[10] Lin-Hai Han,et al. Further Study on the Flexural Behaviour of Concrete-filled Steel Tubes , 2006 .
[11] Lin-Hai Han,et al. Behavior of concrete filled steel tubular (CFST) members under lateral impact: Experiment and FEA model , 2013 .
[12] Lin-Hai Han,et al. Numerical investigation towards life-cycle performance of concrete filled double skin tubular (CFDST) columns , 2012 .
[13] X. Zhao,et al. Double skin composite construction , 2006 .
[14] Lin-Hai Han,et al. Square concrete filled steel tubular (CFST) members under loading and chloride corrosion: Experiments , 2012 .
[15] Lin-Hai Han,et al. Performance of concrete-encased CFST stub columns under axial compression , 2014 .
[16] Jian-Sheng Fan,et al. Experimental research on concrete filled steel tube columns under combined compression-bending-torsion cyclic load , 2013 .
[17] Lin-Hai Han,et al. Concrete-filled hollow structural steel columns after exposure to ISO-834 fire standard , 2003 .
[18] Lin-Hai Han,et al. Concrete-filled thin-walled steel SHS and RHS beam-columns subjected to cyclic loading , 2003 .
[19] Lin-Hai Han,et al. Tests on curved concrete filled steel tubular members subjected to axial compression , 2011 .
[20] Jerome F. Hajjar,et al. A Synopsis of Studies of the Monotonic and Cyclic Behavior of Concrete-Filled Steel Tube Members, Connections, and Frames , 2008 .
[21] Venkatesh Kodur,et al. Guidelines for Fire Resistance Design of Concrete-Filled Steel HSS Columns-State-of-the-Art and Research Needs , 2007 .
[22] S S Bhatnagar,et al. High strength low alloy structural steels , 1977 .
[23] Wei Li,et al. Tests on stub stainless steel–concrete–carbon steel double-skin tubular (DST) columns , 2011 .
[24] Lin-Hai Han,et al. Behaviour of CFST stub columns with initial concrete imperfection: Analysis and calculations , 2013 .
[25] Lin-Hai Han,et al. Effects of heating and loading histories on post-fire cooling behaviour of concrete-filled steel tubular columns , 2008 .
[26] Dennis Lam,et al. Concrete-Filled Steel Tube Columns-Tests Compared with Eurocode 4 , 2011 .
[27] Yan Xiao,et al. Effects of sustained axial load and cooling phase on post-fire behaviour of concrete-filled steel tubular stub columns , 2009 .
[28] Lin-Hai Han,et al. Cyclic performance of repaired concrete-filled steel tubular columns after exposure to fire , 2006 .
[29] Jerome F. Hajjar,et al. A distributed plasticity model for concrete-filled steel tube beam-columns with interlayer slip , 1998 .
[30] George C. Lee,et al. Torsional Behavior of Concrete-Filled Circular Steel Tube Columns , 2009 .
[31] Kim J.R. Rasmussen,et al. Behaviour of high-strength concrete filled steel tubes under transverse impact loading , 2014 .
[32] Jerome F. Hajjar,et al. Mixed Finite-Element Modeling of Rectangular Concrete-Filled Steel Tube Members and Frames under Static and Dynamic Loads , 2010 .
[33] Lin-Hai Han,et al. Tests on Stub Columns of Concrete-filled RHS Sections , 2002 .
[34] Lin-Hai Han,et al. Performance of concrete-filled thin-walled steel tubes under pure torsion , 2007 .
[35] Sashi K. Kunnath,et al. Low-Cycle Fatigue Damage of Circular Concrete-Filled-Tube Columns , 2009 .
[36] R. P. Johnson,et al. Design of composite steel and concrete structures , 1993 .
[37] Hanbin Ge,et al. Cyclic Tests of Concrete-Filled Steel Box Columns , 1996 .
[38] Brian Uy. Concrete-filled fabricated steel box columns for multistorey buildings: behaviour and design , 1998 .
[39] Lin-Hai Han,et al. Effects of Sustained Load on Concrete-Filled Hollow Structural Steel Columns , 2004 .
[40] Lin-Hai Han,et al. Testing of self-consolidating concrete-filled double skin tubular stub columns exposed to fire , 2010 .
[41] Roberto T. Leon,et al. Full-Scale Tests of Slender Concrete-Filled Tubes: Axial Behavior , 2013 .
[42] Lin-Hai Han,et al. Curved concrete filled steel tubular (CCFST) built-up members under axial compression : experiments , 2012 .
[43] Z. Tao,et al. Performance of concrete filled steel tube reinforced concrete columns subjected to cyclic bending , 2009 .
[44] Lin-Hai Han,et al. Behaviour of concrete-filled hollow structural steel (HSS) columns with pre-load on the steel tubes , 2003 .
[45] Lin-Hai Han,et al. Tests and calculations for hollow structural steel (HSS) stub columns filled with self-consolidating concrete (SCC) , 2005 .
[46] S. Morino,et al. Recent developments in hybrid structures in Japan—research, design and construction , 1998 .
[47] Lin-Hai Han,et al. Performance and calculations of concrete filled steel tubes (CFST) under axial tension , 2011 .
[48] Lin-Hai Han,et al. Strength and ductility of stiffened thin-walled hollow steel structural stub columns filled with concrete , 2008 .
[49] Wei Li,et al. Tests on inclined, tapered and STS concrete-filled steel tubular (CFST) stub columns , 2010 .
[50] Lin-Hai Han,et al. Seismic behaviour of concrete-filled steel tubular frame to RC shear wall high-rise mixed structures , 2009 .
[51] Lin-Hai Han,et al. Hydration heat and shrinkage of HSS columns filled with self-consolidating concrete , 2005 .
[52] Baochun Chen,et al. Overview of Concrete Filled Steel Tube Arch Bridges in China , 2009 .
[53] Stephen P. Schneider,et al. Axially Loaded Concrete-Filled Steel Tubes , 1998 .
[54] N. E. Shanmugam,et al. State of the art report on steel–concrete composite columns , 2001 .
[55] Lin-Hai Han,et al. Experimental Study and Calculation of Fire Resistance of Concrete-Filled Hollow Steel Columns , 2003 .
[56] Lin-Hai Han,et al. Axial strength of concrete-filled double skin steel tubular (CFDST) columns with preload on steel tubes , 2012 .
[57] M. Ala Saadeghvaziri,et al. State of the Art of Concrete-Filled Steel Tubular Columns , 1997 .
[58] Charles W. Roeder. Overview of hybrid and composite systems for seismic design in the United States , 1998 .
[59] Z. Tao,et al. Seismic behaviour of circular CFST columns and RC shear wall mixed structures : experiments , 2009 .
[60] Brian Uy,et al. STATIC LONG-TERM EFFECTS IN SHORT CONCRETE-FILLED STEEL BOX COLUMNS UNDER SUSTAINED LOADING , 2001 .