Behaviour and design of square concrete-filled double skin tubular columns with inner circular tubes

[1]  J. Mander,et al.  Theoretical stress strain model for confined concrete , 1988 .

[2]  K. F. Chung,et al.  Composite column design to Eurocode 4 : based on DD ENV 1994-1-1: 1994 Eurocode 4: design of composite steel and concrete structures: part 1.1: general rules and rules for buildings , 1994 .

[3]  Reinhard Bergmann,et al.  Design guide for concrete filled hollow section columns under static and seismic loading , 1995 .

[4]  Lin-Hai Han Tests on Concrete Filled Steel Tubular Columns with High Slenderness Ratio , 2000 .

[5]  Zhong Tao,et al.  Tests and mechanics model for concrete-filled SHS stub columns, columns and beam columns , 2001 .

[6]  Fan Jiansheng,et al.  Introduction of the revised contents of composite steel concretebeams in China Design Code of Steel Structures (GB50017-2002) , 2003 .

[7]  Hsuan-Teh Hu,et al.  NONLINEAR ANALYSIS OF AXIALLY LOADED CONCRETE-FILLED TUBE COLUMNS WITH CONFINEMENT EFFECT , 2003 .

[8]  Z. Tao,et al.  Concrete-filled double skin (SHS outer and CHS inner) steel tubular beam-columns , 2004 .

[9]  Lin-Hai Han,et al.  Behaviour of concrete-filled double skin (CHS inner and CHS outer) steel tubular stub columns and beam-columns , 2004 .

[10]  X. Zhao,et al.  Double skin composite construction , 2006 .

[11]  Tak-Ming Chan,et al.  Structural response of stainless steel oval hollow section compression members , 2009 .

[12]  Qing Quan Liang,et al.  Performance-based analysis of concrete-filled steel tubular beam–columns, Part I: Theory and algorithms , 2009 .

[13]  Brian Uy,et al.  Analysis and design of concrete-filled stiffened thin-walled steel tubular columns under axial compression , 2009 .

[14]  Lin-Hai Han,et al.  Testing of self-consolidating concrete-filled double skin tubular stub columns exposed to fire , 2010 .

[15]  Lin-Hai Han,et al.  Analytical behaviour of concrete-filled double skin steel tubular (CFDST) stub columns , 2010 .

[16]  Kojiro Uenaka,et al.  Concrete filled double skin circular stub columns under compression , 2010 .

[17]  Manojkumar V. Chitawadagi,et al.  Axial strength of circular concrete-filled steel tube columns — DOE approach , 2010 .

[18]  Brian Uy,et al.  Behaviour of short and slender concrete-filled stainless steel tubular columns , 2011 .

[19]  Lin-Hai Han,et al.  Concrete-filled double skin steel tubular (CFDST) columns subjected to long-term sustained loading , 2011 .

[20]  Qing Quan Liang High strength circular concrete-filled steel tubular slender beam–columns, Part I: Numerical analysis , 2011 .

[21]  Qing Quan Liang,et al.  Behaviour of circular concrete-filled lean duplex stainless steel tubular short columns , 2013 .

[22]  M. Hassanein,et al.  Circular concrete-filled double skin tubular short columns with external stainless steel tubes under axial compression , 2013 .

[23]  Zhong Tao,et al.  Finite element modelling of concrete-filled steel stub columns under axial compression , 2013 .

[24]  Qing Quan Liang,et al.  Behaviour of circular concrete-filled lean duplex stainless steel–carbon steel tubular short columns , 2013 .

[25]  Lin-Hai Han,et al.  Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members , 2014 .

[26]  Mostafa Fahmi Hassanein,et al.  Analysis of circular concrete-filled double skin tubular slender columns with external stainless steel tubes , 2014 .

[27]  Mostafa Fahmi Hassanein,et al.  Compressive strength of circular concrete-filled double skin tubular short columns , 2014 .