摘要
本文介绍了上海浦东国际机场候机楼张弦梁式钢屋架足尺模型在预应力张拉和加载两阶段的试验研究。与试验结果的比较表明，文中建立的张拉非线性分析模型和整体结构受力分析模型是适用的；试验结果和数值分析还表明，屋架在静力荷载作用下的结构分析可以采用线性理论。
The full-scale truss composed of arch-beam and cable used in the roof structure of Shanghai Pudong international Airport Terminal has been tested in the stages of prestressing and loading conditions respectively. linear and nonlinear analytic models are established and numerical simulation Performed, which gives good agreement with the test results. Both the test and analysis show that the linear theory has sufficient accuracy to indicate the behavior of roof structure under static loading.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1999年第2期9-17,共9页
Journal of Building Structures
