摘要
预应力网架能较好地满足大空间、重荷载结构的要求 ,但其下弦节点比较难处理。现根据工程实践提出了一种新的节点———开孔焊接空心球节点 ,并用弹塑性有限元方法和模型试验研究了其承载能力及影响承载能力的因素 。
Prestressed space grid developed in recent years has good performances,but its bottom chord joint is hard to dispose.A new type of joint\_welding hollow sphere joint with holes(WHSJH)is put forward,its load carrying capacity and influencing factors are researched by means of the finite element method and full scale model experiments.Some conclusions beneficial to design are drawn satisfactorily.
出处
《建筑结构》
CSCD
北大核心
2002年第2期43-46,共4页
Building Structure
关键词
空心球
节点
弹塑性
有限元
预应力
网架
welding hollow sphere joint
holes
elastic plastic finite element analysis
prestress
composite
space grid
