Khayat K H. Workability,Testing,and Performance of SelfConsolidating Concrete[J]. ACI Materials Journal,1999,96(3):346-353.
[2]
Lin C H,Hwang C L,Lin S P,et al. Self-Consolidating ConcreteColumns Under Concentric Compression[J]. ACI StructuralJournal,2008,105(4):425-432.
[3]
Han L H,You J T,Lin X K. Experimental Behaviour of SelfConsolidating Concrete (SCC) Filled Hollow Structural Steel(HSS) Columns Subjected to Cyclic Loadings[J]. Advances inStructural Engineering,2005,8(5):497-512.
[4]
Han L H. The Influence of Concrete Compaction on the Strength ofConcrete Filled Steel Tubes[J]. Advances in StructuralEngineering,2000,3(2):131-137.
[5]
Han L H,Yao G H. Influence of Concrete Compaction on theStrength of Concrete-Filled Steel RHS Columns[J]. Journal ofConstructional Steel Research,2003,59(6):751-767.
Han L H,Yao G H. Experimental Behaviour of Thin-WalledHollow Structural Steel (HSS) Columns Filled with SelfConsolidating Concrete (SCC)[J]. Thin-Walled Structures,2004,42(9):1357-1377.
[11]
Han L H,Yao G H,Zhao X L. Test and Calculation for HollowStructural Steel (HSS) Stub Columns Filled with SelfConsolidating Concrete (SCC)[J]. Journal of ConstructionalSteel Research,2005,61(9):1241-1269.
[12]
Han L H,Lu H,Yao G H,et al. Further Study on the FlexuralBehaviour of Concrete-Filled Steel Tubes[J]. Journal ofConstructional Steel Research,2006,62(6):554-565.
[13]
ABAQUS Explicit User Manual,Version 6.4[M]. Pawtucket(RI,USA): Hibbit,Karlsson and Sorensen,2002.
[14]
ABAQUS Theory Manual,Version 6.4[M]. Pawtucket (RI,USA): Hibbit,Karlsson and Sorensen,2002.
[15]
陶忠,于清.新型组合结构柱———试验、理论与方法[M].北京:科学出版社,2006.
[16]
韩林海.钢管混凝土结构———理论与实践[M].2版.北京:科学出版社,2007.
[17]
蔡绍怀.现代钢管混凝土结构[M].北京:人民交通出版社,2003.
[18]
Sakina K,Nakahara H,Morino S,et al. Behavior of CentrallyLoaded Concrete Filled Steel Tube Short Columns[J]. Journal ofStructural Engineering,2004,130(2):180-188.
[19]
Johansson M,Gylltof T K. Mechanical Behavior of Circular SteelConcrete Composite Stub Columns[J]. Journal of StructuralEngineering,2002,128(8):1073-1081.
[20]
Hu H T,Huang C S,Wu M H,et al. Nonlinear Analysis ofAxially Loaded Concrete-Filled Tube Columns with ConfinementEffect[J]. Journal of Structure Engineering,2003,129(10):1322-1329.
[21]
Yoon Y S,Jang I Y. Effects of Quality of Compaction on FlexuralBehaviour of High-Performance Concrete Beams[J]. Magazine ofConcrete Research,2002,54(4):283-290.
[22]
Yoo S W,Kwon S J,Jung S H. Analysis Technique forAutogenous Shrinkage in High Performance Concrete with Mineraland Chemical Admixtures[J]. Construction and BuildingMaterials,2012,34(12):1-10.
[23]
Wang Z J,Liang J B. Research and Applying Evolution ofAdmixture for High Performance Concrete[J ]. AppliedMechanics and Materials,2012(174-177):1086-1089.
[24]
Yu Q,Tao Z,Wu Y X. Experimental Behaviour of HighPerformance Concrete-Filled Steel Tubular Columns[J]. ThinWalled Structures,2008,46(4):362-370.
[25]
Yang Y B,Liang S,Mo H H,et al. Research on HighPerformance Concrete-Filled Steel Tube Columns StructureExperiments for Guangzhou Xita Project[J]. Key EngineeringMaterials,2009(405-406):50-54.
[26]
Zhu W Z,Peter J M B. Permeation Properties of Self-CompactingConcrete[J]. Cement and Concrete Research,2003,33(6):921-926.
[27]
Persson B. A Comparison Between Mechanical Properties of SelfCompacting Concrete and the Corresponding Properties of NormalConcrete[J]. Cement and Concrete Research,2001,31(2):193-198.
[28]
Hwang S D,Khayat K H,Bonneau O. Performance-BasedSpecifications of Self-Consolidating Concrete Used in StructuralApplications[J]. ACI Materials Journal,2006,103(2):121-129.
[29]
Khayat K H,Assaad J,Daczko J. Comparison of Field-OrientedTest Methods to Assess Dynamic Stability of Self-ConsolidatingConcrete[J]. ACI Materials Journal,2004,101(2):168-176.
[30]
沈聚敏,王传志,江见鲸.钢筋混凝土有限元与板壳极限分析[M].北京:清华大学出版社,1993.
[31]
刘威.钢管混凝土局部受压时的工作机理研究[D].福州:福州大学,2005.
[32]
Han L H,Tao Z,Zhao X L. Tests and Mechanics Model forConcrete-Filled SHS Stub Columns,Columns and Beam-Columns[J]. Structural Engineering and Mechanics,2001,1(1):1-27.
[33]
Han L H,Yao G H,Zhao X L. Behavior and Calculation onConcrete-Filled Steel CHS (Circular Hollow Section) BeamColumns[J]. Steel and Composite Structures,2004,4(3):169-188.