Performance and design of RAC-filled steel RHS beams

[1]  Libo Yan,et al.  A Comprehensive Review on Recycled Aggregate and Recycled Aggregate Concrete , 2021 .

[2]  F. Fu,et al.  Behaviour of rectangular RACFST slender columns under eccentric compression , 2021, Journal of Building Engineering.

[3]  Min Liu,et al.  Tests and numerical simulation of rectangular RACFST stub columns under concentric compression , 2020 .

[4]  Miguel Bravo,et al.  Durability performance of dry-mix shotcrete produced with coarse recycled concrete aggregates , 2020 .

[5]  T. Ding,et al.  A recycled aggregate concrete high-rise building: Structural performance and embodied carbon footprint , 2018, Journal of Cleaner Production.

[6]  Lei Zhang,et al.  Performance of recycled aggregate concrete–filled square steel tubular columns exposed to fire , 2017 .

[7]  J. Y. Richard Liew,et al.  Flexural performance of concrete filled tubes with high tensile steel and ultra-high strength concrete , 2017 .

[8]  M. Hassanein,et al.  Experimental investigation of cementitious material-filled square thin-walled steel beams , 2017 .

[9]  Zhihua Chen,et al.  Rectangular concrete-filled steel tubular beam-columns using high-strength steel: Experiments and design , 2017 .

[10]  R. Feng,et al.  Flexural behaviour of concrete-filled stainless steel SHS and RHS tubes , 2017 .

[11]  Guochang Li,et al.  Flexural behavior of high strength concrete filled high strength square steel tube , 2017 .

[12]  C. Cai,et al.  Numerical analysis of recycled aggregate concrete-filled steel tube stub columns , 2016 .

[13]  You-Fu Yang,et al.  Behaviour and design calculations of recycled aggregate concrete-filled steel tube (RACFST) members , 2015 .

[14]  C. Poon,et al.  Structural Behaviour of Composite Members with Recycled Aggregate Concrete — An Overview , 2015 .

[15]  Y. Yang,et al.  Modelling of recycled aggregate concrete-filled steel tube (RACFST) beam-columns subjected to cyclic loading , 2015 .

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

[17]  Lin-Hai Han,et al.  Behavior of concrete-filled steel tubular stub columns and beams using dune sand as part of fine aggregate , 2014 .

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

[19]  Y. Yang,et al.  Experimental behaviour of recycled aggregate concrete filled stainless steel tube stub columns and beams , 2013 .

[20]  Weiliang Jin,et al.  Experimental investigation and design of thin-walled concrete-filled steel tubes subject to bending , 2013 .

[21]  Y. Yang,et al.  Behaviour of Recycled Aggregate Concrete-Filled Steel Tubular Columns under Long-Term Sustained Loads , 2011 .

[22]  Lin-Hai Han,et al.  Compressive and flexural behaviour of recycled aggregate concrete filled steel tubes (RACFST) under short-term loadings , 2006 .

[23]  Lin-Hai Han,et al.  Further Study on the Flexural Behaviour of Concrete-filled Steel Tubes , 2006 .

[24]  Dalin Liu,et al.  Flexural behaviour of high-strength rectangular concrete-filled steel hollow sections , 2004 .

[25]  Lin-Hai Han,et al.  Flexural behaviour of concrete-filled steel tubes , 2004 .

[26]  Raphael H. Grzebieta,et al.  Tests on concrete filled double-skin (CHS outer and SHS inner) composite short columns under axial compression , 2002 .

[27]  Brian Uy,et al.  Strength of short concrete filled high strength steel box columns , 2001 .

[28]  Brian Uy,et al.  Strength of concrete filled steel box columns incorporating local buckling , 2000 .

[29]  K. S. Sivakumaran,et al.  Material Properties Models for Analysis of Cold-Formed Steel Members , 1997 .

[30]  D. J. Laurie Kennedy,et al.  THE FLEXURAL BEHAVIOUR OF CONCRETE-FILLED HOLLOW STRUCTURAL SECTIONS , 1994 .

[31]  Kenji Sakino,et al.  EXPERIMENTAL STUDIES ON THE ULTIMATE MOMENT OF CONCRETE FILLED SQUARE STEEL TUBULAR BEAM-COLUMNS , 1979 .