本文为毕业设计上缴的论文,包含文献综述,计算书,及PKPM计算附录。配筋均为PKPM计算,没有手算配筋。包含手算抗震验算。
参考文献
[1.1] Chen W Lui F M.Stability design of steel flames[M].Boca Raton:CRC Press.1991.
[1.2] 施 刚,石永久,王元清,李少甫,陈 宏.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)
[2]李国强,石文龙,王静峰.半刚性连接刚框架结构设计[M].北京:工业建筑出版社,2009
[3] 施 刚,石永久,王元清. 钢框架梁柱端板连接的非线性有限元分析[J].工程力学,2008,12
[4] 施 刚,石永久,王元清. 钢结构梁柱半刚性端板连接弯矩-转角全曲线计算方法[J].工程力学,2006,23(5)
[5] 翟厚智,肖亚明. 外伸端板半刚性节点的初始刚度和内力分析[J].工程与建设.2008,22(2)
[6] 王燕,李华军,厉见芬. 半刚性梁柱节点连接的初始刚度和结构内力分析[J].工程力
学.2003,20(6)
[7] 王素芳,陈以一.梁柱端板连接节点的初始刚度计算[J].工程力学,2008,25(8)
[8] 叶 康,李国强,张彬. 钢框架半刚性连接研究综述[J].结构工程师,2005,21(4)
[9] Yee Y.L.and Yee,R.E. Melchens,Moment-rotation curves for bolted connections,Journal of Structural Engineering,ASCE,1993,112(3),615-635
[10]Tarpy,T.S. and Cardinal,J.W., Behavior of semi-rigid beam-to-column end plate
connection,Proceedings Conference,Joints in Structural Steelwork,Halsted Press,London,2.3-2.25
[11]Lui,E.M.,Chen,W.F.,Strength of H-column with small end restrains,Journal of the Institution of Structural Engineers,1983,61B(1),17-26
[12]Frye,J.M. and Morris,G.A.,Analysis of flexibility connected steel frames,Canadian Journal of Civil Engineering,National Research Council of Canada,Ottawa,Canada,1975,2,280-291
[13]Jones,S.W.,Kirby,P.A. and Nethercot,D.A.:Effect of semi-rigid connections on steel column strength,Journal of Steel Construction research,1980,1,38-46
[14]Krishnamurthy N.,Huang,H.T.,Jeffrey,P.K. and Avery,L.K.:Analytical M-θcurves for end-plate connections, Journal of Structural Division,ASCE,1979,105(1),133-145
[15]KishiN. and Chen,W.F.:Moment-rotation relations of semi-rigid connections with
angles,Journal of Structural Engineering,ASCE,1990,116(7),1813-1834
[16]Ang,K.M. and Morris,G.A.:Analysis of three-dimensional frames with flexible beam-column connections,Canadian Journal of Civil Engineering,1984,11,245-254
[17]Liu,E.M. and Chen,W.F.:Analysis and behavior of flexibility-jionted frames,Engineering
Structures,1986,8,107-118
[18]Kishi,N. and Chen,W.F. :Data base of steel beam-to-column connections,Engineering Reports No. CE-STR-86-26,School of Civil Engineering,Purdue University,West Lafayette,IN.,1986
[19] 丁洁民,沈祖炎.节点半刚性对框架结构内力和位移的影响.第十一届全国高层会议论文集,1990

