摘要
对一个超限大悬挑正高斯曲率平面管桁架斜交预应力空间网格结构进行了理论分析和试验验证,内容主要集中在静力方面。试验测试结果与有限元法理论分析结果符合较好,说明理论分析采用的有限元方法的可行性和准确性,也进一步证实了理论分析中所得出的预应力的正、负效应。通过模型试验,对这种新型预应力空间结构的力学性能有了更深入的认识。
Experimental research and analysis of super-span cantilever truss flat tube gaussian curvature oblique prestressed space grid structure were conducted.The content is fasten on static analysis.The model experiment results show that the fitness of experimental data and finite element method analysis is good,and this shows the FEM is feasible and reliable.Furthermore the prestressing force produced positive and negative effects are also verified.The model experiment makes us understand the mechanics of the new spatial structures more deeply.
出处
《建筑结构》
CSCD
北大核心
2010年第12期46-48,100,共4页
Building Structure
基金
贵州省科技厅工业攻关项目([2010]3002)
贵阳市科技局工业攻关项目[2010]
关键词
高斯曲率
模型试验
预应力空间网格结构
位移响应
内力响应
gaussian curvature
model test
prestressed space grid structure
displacement response
force response
