摘要
结合实际工程对一超大跨度网架板节点进行了足尺试验 ,基于试验结果对该节点在荷载作用下的工作机理进行了理论分析 ,指出了这种节点的破坏方式以及偏心连接的不利影响。
The paper introduces a full scale experiment on joint of space grid structure.Based on the result the mechanics behavior is analysed when the bolts and weld are used in the same shearing section.At the same time the author presents the destroy form of this kind of joint and the effect of eccentricity of joint which should be taken into account.
出处
《工业建筑》
CSCD
北大核心
2001年第1期58-60,共3页
Industrial Construction
