Citation: | Lu Linfeng, Fang Wenqi, Zhou Tianhua. THINKING OF A MANDATORY PROVISION IN CODE GB50017—2003[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 28-31. doi: 10.13204/j.gyjz200906007 |
[2] 罗邦富,魏明钟,沈祖炎.钢结构设计手册[M].2版.北京:中国建筑工业出版社,1989:238;
|
GB 50017-2003钢结构设计规范[S];
|
[3] Nakashima S.Steel Column Bases in Japan:Experimental Researchand Design Practice[C]∥Proceedings of the Second State of the ArtWorkshop COST C1,ed.Wald F.,Brussels:1994:247-258;
|
[4] Wald F,Sokol Z.Column Base Stiffness Classification[C]∥Stabilityand Ductility of Steel Structures 1997.Nagoya:1997:675-682;
|
[5] Shigetoshi Nakashima.Mechanical Characteristics of Exposed Portionsof Anchor Bolts in Steel Column Bases Under Combined Tension andShear[J].Journal of Constructional Steel Research,1998,46:262-263;
|
[6] Liu T C H,Morris L J.Investigation of Rotational Characteristics ofColumn Bases of Steel Portal Frames[C]∥Proceedings of the SecondInternational Conference on Advances in Steel Structures.Hong Kong:1999:135-143;
|
[7] Kontoleon M J,Mistakidis E S,Baniotopoulos C C,et al.ParametricAnalysis of the Structural Response of Steel Base Plate Connections[J].ComputersStructures,1999,71(1):87-103;
|
[8] Pertold J,Xiao R Y,Wald F.Embedded Steel Column Bases:Ⅰ.Experiments and Numerical Simulation[J].Journal of ConstructionalSteel Research,2000,56(3):271-286;
|
[9] Pertold J,Xiao R Y,Wald F.Embedded Steel Column Bases:Ⅱ.Design Model Proposal[J].Journal of Constructional Steel Research,2000,56(3):253-270;
|
[10] 周起敬,姜维山,潘泰华.钢与混凝土组合结构设计施工手册[M].北京:中国建筑工业出版社,1991;
|
[11] JGJ 138-2001型钢混凝土组合结构技术规程[S];
|
[12] GB 50010-2002混凝土结构设计规范[S];
|
[13] CECS 102∶2002门式刚架轻型房屋钢结构技术规程[S].
|