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空心螺栓球节点网架杆件计算长度研究
引用本文:郭建营.空心螺栓球节点网架杆件计算长度研究[J].合肥工业大学学报(自然科学版),2000,23(Z1):806-808.
作者姓名:郭建营
作者单位:合肥工业大学土木建筑工程学院,安徽合肥,230009
摘    要:根据杆件稳定系数及钢结构的柱子曲线计算理论,通过对空心螺栓球接点网架斜轴心受压斜腹杆的稳定系数计算,并采用正放四角锥网架进行模型试验分析,对空心螺栓球接点网架斜腹杆的计算长度系数进行研究,给出了理论计算结果及试验结论,供设计人员采用.

关 键 词:空心螺栓球节点  稳定系数  计算长度
文章编号:1003-5060(2000)S1-0806-03
修稿时间:2000年7月26日

Study of the calculated length of the struts of space truss joint of hollow-ball with bolts
GUO Jian,ying.Study of the calculated length of the struts of space truss joint of hollow-ball with bolts[J].Journal of Hefei University of Technology(Natural Science),2000,23(Z1):806-808.
Authors:GUO Jian  ying
Abstract:Based on the theory of pole curve of steel structure and the theory of coefficient of strut equability, a calculation is made of the coefficient of equability of the struts of the space truss joint of hollow ball with bolts, and the coefficient of calculated length of the struts is studied through model experiment. The present results may be helpful to the designers in engineering.
Keywords:joint of hollow  ball with bolts  coefficient of equability  calculated length of the struts
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