Citation: | Jiang Ying, Han Linhai. FINITE ELEMENT ANALYSIS ON THE TEMPERATURE FIELD OF CONCRETE FILLED STEEL TUBULAR COLUMN-BEAM JOINTS IN FIRE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 22-27. doi: 10.13204/j.gyjz200904006 |
ABAQUS Version 6.5.Documentation:Users Manual[M];
|
[2] International Standard ISO 834.Fire Resistance Tests-Elements ofBuilding Construction[S];
|
[3] 孔祥谦.有限单元法在传热学中的应用[M].北京:科学出版社,2001;
|
[4] ECCS-Technical Committee 3.Fire Safety of Steel Structures,TechnicalNote,Calculation of the Fire Resistance of Centrally Loaded CompositeSteel-Concrete Columns Exposedtothe Standard Fire[S].1988;
|
[5] Lie T T,Stringer D C.Calculation of the Fire Resistance of SteelHollowStructural Section Column Filled with Plain Concrete[J].Canadian Journal of Civil Engineering,1994,21(3):382-385;
|
[6] Lie TT,Chabot M.AMethodto Predictthe Fire Resistance of CircularConcrete Filled with Hollow Steel[J].Columns Journal of FireProtection Engineering,1990,2(4):111-126;
|
[7] European Committee for Standardization,ENV1994-1-2.Eurocode4,Design of Composite and Concrete Structures.Part 1.2:StructuralFire Design[S].1994;
|
[8] British Standards Institution(BSI).BS 5950.The Structure Use ofSteelwork in Buildings.Part 8:Code of Practice for Fire ResistantDesign[S].1990;
|
[9] 建筑物综合防火设计[M].孙金香,高伟,译.天津:天津科技翻译出版公司,1994;
|
[10] CECS 200∶2006建筑钢结构防火技术规程[S];
|
[11] Kodur VK R,Wang T C,Cheng F P.Predicting the Fire ResistanceBehavior of High Strength Concrete Columns[J].Cement and ConcreteComposites,2004,26(2):141-153;
|
[12] 陆洲导.钢筋混凝土梁对火灾反应的研究[D].上海:同济大学,1989;
|
[13] 李引擎,马道贞,徐坚.建筑结构防火设计计算和构造处理[M].北京:中国建筑工业出版社,1991;
|
[14] 韩林海.钢管混凝土结构--理论与实践[M].北京:科学出版社,2007;
|
[15] Han L H,Zheng Y Q,Tao Z,et al.Experimental Behaviour ofReinforced Concrete Beamto Concrete Filled Steel Tubular ColumnJoints Under Fire[C]∥Proceedings of the Tenth InternationalSymposiumon Structural Engineeringfor Young Experts.2008.
|