节点刚度对钢框架受力性能的影响分析被引量：1

Analysis on the Influence of the Nodes Rigidity to the Stress Performance of Steel Frame

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摘要编制半刚接钢框架计算程序,通过典型算例的计算分析,讨论了节点刚度变化对钢框架受力性能的影响,计算程序的正确性由算例得以验证。从而为半刚接钢架设计提供了参考。

作者黄剑赵滇生

机构地区浙江壮华装潢有限公司浙江工业大学建筑工程学院

出处《浙江建筑》 2016年第2期11-14,共4页 Zhejiang Construction

关键词钢框架节点刚度半刚性受力性能

参考文献6

1Astaneb-Asl A. Seismic performance and design of bolted steel moment-resisting frames [ J]. Engineering Journal, 1999,36 ( 3 ) : 100 - 120.
2Baharri R, Sherburne N. Finite element prediction of end plate bolted connection behavior II: Analytic formulation [ J].Journal of Structure Engineering, 1997 (2) :157 - 175.
3方垒,徐伟良.门式刚架端板连接节点半刚性的非线性有限元分析[J].浙江工业大学学报,2008,36(4):451-455. 被引量：5
4王静峰,李国强,刘清平.竖向荷载下半刚性连接组合框架梁的承载能力极限状态设计[J].建筑结构学报,2006,27(6):9-17. 被引量：2
5李国强,王静峰,刘清平.竖向荷载下足尺半刚性连接组合框架试验研究[J].土木工程学报,2006,39(7):43-51. 被引量：18
6李国强,刘清平,王静峰.水平荷载作用下足尺半刚性连接组合梁框架试验[J].土木工程学报,2007,40(12):8-16. 被引量：8

1陈惠发周绥平.钢框架稳定设计[M].上海:世界图书出版社,1999..
2JGJ82-91.钢结构高强度螺栓连接的设计、施工及验收规程[S].[S].,..
3陈惠发著，钢框架稳定设计[M]．周绥平译．上海：世界图书出版公司，1999．264—418
4Moore D B,Nethercot D A,Kirby P A.Testing steel frames at full-scale[J].The Structural Engineer,1993,71 (23/24):418-427
5Kameshki E S,Saka M P.Genetic algorithm based optimum design of nonlinear planar steel frames with various semirigid connections[J].Journal of Constructional Steel Research,2003,59 (1):109-134
6CEN.Euroeode 3:Design of steel structures.Part 1.1:General rules and rules for buildings[S].ENV 1993-1-1.Brussels:CEN.1992
7AISC 99,Load and Resistance Factor Design Specification for Structural Steel Building[S].3rd.ed.AISC,Chicago,IL,1999.9
8Liew J Y R,Teo T H,Shanmugam N E,et al.Testing of steel-concrete composite connections and appraisal of results[J].Journal of Constructional Steel Research,2000,56:117-150
9Kishi N,Chen W F.Moment-rotation relations of semi-rigid connections with angles[J].J.Struct.Engrg.,ASCE,1990,116(7):1813-1834
10Xiao Y,Choo B S,Nethercot D A.Composite connections in steel and concrete.Part 2-Moment capacity of end plate beam to column connections[J].Journal of Constructional Steel Research,1996,37(1):63-90

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2016年第2期

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