Citation: | Liao Feiyu, Tao Zhong. THE STATE-OF-THE-ART OF CONCRETE-FILLED STAINLESS STEEL TUBULAR STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 114-118. doi: 10.13204/j.gyjz200904026 |
Gardner L.The Use of Stainless Steel in Structures[J].Progress inStructural Engineering and Materials,2005,131(7):45-55;
|
[2] 韩林海.钢管混凝土结构--理论与实践[M].北京:科学出版社,2007;
|
[3] 许志豪,黄剑波.昂船洲大桥耐久性、维修和安全考虑[C]∥第十七届全国桥梁学术会议论文集.重庆:2006:46-53;
|
[4] Fortner B.Landmark Reinvented[J].Civil Engineering,2006,76(4):42-49;
|
[5] Roe W.Behaviour and Design of Concrete Filled Stainless SteelColumns[D].School of Civil,MiningEnvironmental Engineering,University of Wollongong,Australia:2006;
|
[6] Gjerding-Smith A.Strength and Deformation Behaviour of ShortConcrete Filled Stainless Steel Columns[D].School of CivilEnvironmental Engineering,University of NewSouth Wales,Australia:2004;
|
[7] Dajanovic A.Strength and Deformation Characteristics of ShortStainless Steel Concrete Filled Tubes[D].School of CivilEnvironmental Engineering,University of NewSouth Wales,Australia:2004;
|
[8] Asgar T.Behaviour and Design of Concrete Filled Square HollowColumns Using Stainless Steel Sections[D].School of Civil,MiningEnvironmental Engineering,University of Wollongong,Australia:2005;
|
[9] Ellobody E,Young B.Experimental Investigation of Concrete-FilledCold-Formed High Strength Stainless Steel Tube Columns[J].Journalof Constructional Steel Research,2006,62(5):484-492;
|
[10] Ellobody E,Young B.Design and Behaviour of Concrete-Filled Cold-Formed Stainless Steel Tube Columns[J].Engineering Structures,2006,28(4):716-728;
|
[11] Ellobody E.Nonlinear Behavior of Concrete-Filled Stainless SteelStiffened Slender Tube Columns[J].Thin-Walled Structures,2007,45(3):259-273;
|
[12] LamD,Wong KKY.Axial Capacity of Concrete Filled Stainless SteelColumns[C]∥Proceedings of the 2005 Structures Congress and the2005 Forensic Engineering Symposium.NewYork:2005:20-24;
|
[13] Young B,Lui WM.Behavior of Cold-Formed High Strength StainlessSteel Sections[J].Journal of Structural Engineering,ASCE,2005,131(11):1738-1745;
|
[14] Euro Inox(European Market Development Association for StainlessSteel)[M].Design Manual for Structural Stainless Steel,NickelDevelopment Institute,Toronto:2002;
|
[15] 李国强,韩林海,楼国彪,等.钢结构及钢-混凝土组合结构抗火设计[M].北京:中国建筑工业出版社,2006;
|
[16] Ramberg W,Osgood WR.Determination of Stress-Strain Curves byThree Parameters[R].Technical Note No.503,National AdvisoryCommittee on Aeronautics(NACA),1941;
|
[17] Rasmussen KJR.Full-Range Stress-Strain Curves for Stainless SteelAlloys[J].Journal of Constructional Steel Research,2003,59(1):47-61;
|
[18] Gardner L,Nethercot D A.Numerical Modelling of Cold-FormedStainless Steel Sections[C]∥NSCC 2001 Ninth Nordic SteelConstruction Conference.Helsinki,Finland:2001:781-790;
|
[19] Abdella K.Inversion of a Full-Range Stress-Strain Relation forStainless Steel Alloys[J].International Journal of Non-LinearMechanics,2006,41(4):456-463;
|
[20] Chen J,Young B.Stress-Strain Curves for Stainless Steel at ElevatedTemperatures[J].Engineering Structures,2006,28(2):229-239;
|
[21] Ashraf M,Gardner L,David ANethercot.Geometric Imperfections inStainless Steel Cross-Sections[C]∥Proceedings of the FourthInternational Conference on Advances in Steel Structures.Shanghai:2005:105-112;
|
[22] Ashraf M,Gardner L,David ANethercot.Finite Element ModellingofStructural Stainless Steel Cross-Sections[J].Thin-Walled Structures,2006,44(10):1048-1062;
|
[23] ASCE.Specification for the Design of Cold-Formed Stainless SteelStructural Members,SEI/ASCE8-02(Standard No.02-008)[S].American Society of Civil Engineers,NewYork:2002;
|
[24] Eurocode 3(EC3).Design of Steel Structures-Part 1.4:GeneralRules-Supplementary Rules for Stainless Steels[S].EuropeanCommittee for Standardization(CEN),2005;
|
[25] SSBJA.The Design,Construction Specifications for Stainless SteelStructures[S].Stainless Steel Building Association of Japan,1995;
|
[26] SABS.Structural Use of Steel(Part 4):The Design of Cold-FormedStainless Steel Structural Members[S].SABS 0162-4:1997;
|
[27] Standards Australia.Cold-Formed Stainless Steel Structures[S].Australian/NewZealand Standard AS/NZS 4673:2001.Sydney:2001;
|
[28] Han L H,Yao G H.Experimental Behaviour of Thin-Walled HollowStructural Steel(HSS)Columns Filled with Self-Consolidating Concrete(SCC)[J].Thin-Walled Structures,2004,42(9):1357-1377.
|