Citation: | HAO Shuying, YANG Xiuping, YAO Bin. Local Buckling of Extended End-Plate Connection in Fire[J]. Journal of Southwest Jiaotong University, 2008, 21(3): 330-334. |
施刚,石永久,王元清,等.钢结构半刚性端板连接的设计方法与应用[J].工业建筑,2003,33(8):52-55.SHI Gang,SHI Yongjiu,WANG Yuanqing,et al.Design methods and application of structural steel semrigid endplate connections[J].Industrial Construction,2003,33(8):52-55.[2] HAO Shuying,USMANI A S,YANG Xiuping.The effect of connections on fire resistance of axially restrained beams[C] ∥SHEN Z Y,LI G Q,CHAN S L,eds.Fourth International Conference on Advances in Steel Structures,London:Elsevier,2005:1 077-1 0[3] LIU T C H,FAHAD M K,DAVIES J M.Experimental investigation of behaviour of axially restrained steel beams in fire[J].Journal of Constructional Steel Research,2002,58(9):1 211-1 230.[4] LIU T C H.Finite element modeling of behaviour of steel beams and connections in fire[J].Journal of Constructional Steel Research,1996,36(2):181-199.[5] SILVA S D,ALDINA S,REAL P V.A component model for the behaviour of steel joints at elevated temperatures[J].Journal of Constructional Steel Research,2001,57(8):1 169-1 195.[6] 从术平.H型钢梁火灾下的实验研究[D].青岛:青岛理工大学土木工程学院,2004.[7] SPYROU S,DAVISON J B,BURGESS I W,et al.Experimental and analytical investigation of the “tension zone” components within a steel joint at elevated temperature[J].Journal of Constructional Steel Research,2004,60(6):867-896. [8] European Committee for Standardization.PrEN-1993-1-2 Eurocode 3 Design of steel structures,Part 1-2:General rules structural fire design[S].London:European Committee for Standardization,2003.[9] WALD F L,SILVA S D,MOORE D B,et al.Experimental behaviour of a steel structure under natural fire[J].Fire Safety Journal,2006,41(7):509-522.
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