| [1] | Klingsch W.New Developments in Fire Resistance of HollowSectionStructures[C]∥Symposiumon HollowStructural Sections in BuildingConstruction.ASCE,Chicago Illinois:1985;
|
| [2] | Klingsch W.Optimization of Cross Sections of Steel CompositeColumns[C]∥Proc.of the Third International Conference on Steel-Concrete Composite Structures(Special Volume).ASCCS,Fukuoka:1991:99-105;
|
| [3] | Hass R.On Realistic Testingof the Fire Protection Technology of Steeland Cement Supports[R].Translation of BHPR/NL/T/1444.1991;
|
| [4] | O’Meagher AJ,Bennetts I D,Hutchinson G L,et al.Modelling ofHSS Columns Filled with Concrete in Fire[R].BHPR/ENG/R/91/031/PS69.1991;
|
| [5] | Falke J.Comparison of Simple Calculation Methodsfor the Fire Designof Composite Columns and Beams[C]∥Proc.of an EngineeringFoundation Confer on Steel-Concrete Composite Structure.ASCE,NewYork:1992:226-241;
|
| [6] | Lie TT,Stringer D C.Calculation of the Fire Resistance of SteelHollow Structural Section Columns Filled with Plain Concrete[J].Can.J.Civ.Eng.,1994,21:382-385;
|
| [7] | Lie T T,Chabot M.Experimental Studies on the Fire Resistance ofHollowSteel Columns Filled with Plain Concrete[R].NRC-CNRCInternal Report,No.611.1992;
|
| [8] | Lie T T,Irwin R J.Evaluation of Fire Resistance of ReinforcedConcrete Columns with Rectangular Cross-Section[R].NRC-CNRCInternal Report,No.601.1990;
|
| [9] | Lie T T.Fire Resistance of Circular Steel Columns Filled with Bar-Reinforced Concrete[J].Journal of Structural Engineering,1994,120:1489-1509;
|
| [10] | Okada T,Yamaguchi T,Sakumoto Y,et al.Load Heat Tests of Full-Scale Columns of Concrete-Filled Tubular Steel Structure Using Fire-Resistant Steel for Buildings[C]∥Proc.of the Third InternationalConference on Steel-Concrete Composite Structures.ASCCS,Fukuoka:1991:101-106;
|
| [11] | KimD K,Choi S M,Chung K S.Structural Characteristics of CFTColumns Subjected Fire Loading and Axial Force[C]∥Proceedings ofthe 6th ASCCS Conference.Los Angeles,USA,2000:271-278;
|
| [12] | Wang YC.The Effects of Structural Continuity onthe Fire Resistanceof Concrete Filled Columns in Non-Sway Frames[J].Journal ofConstructional Steel Research,1999,50:177-197;
|
| [13] | Kodur VKR.Performance-Based Fire Resistance Design of Concrete-Filled Steel Columns[J].Journal of Constructional Steel Research,1999,51:21-26;
|
| [14] | Kodur V K R,Sultan M A.Enhancing the Fire Resistance of SteelColumnsthrough Composite Construction[C]∥Proceedings of the 6thASCCS Conference.Los Angeles:USA,2000:271-278;
|
| [15] | 钟善桐.高层钢管混凝土结构[M].哈尔滨:黑龙江科技出版社,1999;
|
| [16] | Han Linhai.Fire Performance of Concrete Filled Steel Tubular Beam-Columns[J].Journal of Constructional Steel Research-AnInternationalJournal,2001,57(6):697-711;
|
| [17] | 徐蕾,韩林海.方钢管混凝土柱耐火极限的理论计算模型[J].工业建筑,2000,30(6):19-23;
|
| [18] | 冯九斌.钢管高强混凝土柱耐火性能和耐火极限研究[D].哈尔滨:哈尔滨工业大学,2001;
|
| [19] | 韩林海,贺军利,吴海江,等.圆形截面钢管混凝土柱耐火性能的试验研究[J].土木工程学报,2000,33(3):31-36;
|
| [20] | 韩林海,徐蕾.带保护层方钢管混凝土柱耐火极限的试验研究[J].土木工程学报,2000,33(6):69-75;
|
| [21] | Han Linhai,Xu Lei,Yang Youfu.An Experimental Study andCalculation on the Fire Resistance of Concrete-Filled SHS and RHSColumns[C]∥Advances in Steel Structures,VolsⅠ&Ⅱ.3rdInternational Conference on Advancesin Steel Structures.Hong Kong:2002:1135-1142;
|
| [22] | 徐蕾.方钢管配筋混凝土柱耐火极限理论计算模型[J].工业建筑,2004,34(1):18-20;
|
| [23] | CECS 24∶90钢结构防火涂料应用技术规范[S].
|
