Design Method for Stability of Single-Layer Reticulated Shells with Semi-Rigid Joints

摘要：

Using nonlinear beam element (beam 189 element) with end spring elements (combin39) in the software ANSYS,K8 and K6 single-layer reticulated domes with bolt-joint joints were analyzed based on several different parameters including bending stiffness,ratio of rise to span,rotational stiffness,ball size,asymmetric load distribution,tube section,support condition and initial imperfection,and key parameters having influence on the load carrying capacity of a dome were thus identified. And so,a formula was established for the estimation of buckling loads for a semi-rigidly jointed single-layer latticed dome.

关键词： Bolt-ball joint system Semi-rigid join system K8 and K6 single layer reticulated dome Load carrying capacity

作者: Huihuan Ma Feng Fan Zhenggang Cao Shizhao Shen

作者单位: School of Civil Engineering,Harbin Institute of Technology,Harbin,150090 China

会议类型: 国际会议

会议名称: The 4th International Symposium on Improvement of Structural Safety for Building Structures(第四届建筑结构安全进展国际会议)

会议地点: 哈尔滨

会议语种:英文

页码: 107-115

在线出版日期: 2008-10-11（万方平台首次上网日期，不代表论文的发表时间）