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拉索预应力双层柱面网壳结构非线性分析
引用本文:郭影,殷志祥.拉索预应力双层柱面网壳结构非线性分析[J].钢结构,2005,20(2):15-17.
作者姓名:郭影  殷志祥
作者单位:辽宁工程技术大学,阜新,123000;辽宁工程技术大学,阜新,123000
基金项目:辽宁省教育厅基金资助项目(批准号:202183391)
摘    要:提出一种新型的拉索预应力网壳的布索形式,即用高强钢索代替网壳沿短跨方向的下弦所有杆件,每段索施加不同的预应力。对一拉索预应力双层柱面网壳模型,利用有限元计算软件ANSYS进行非线性分析,得出该结构的内力、位移分布特点及规律,为实际工程设计提供必要参数。

关 键 词:拉索  预应力网壳结构  非线性分析
修稿时间:2004年8月17日

NONLINEAR ANALYSIS FOR THE PRESTRESSED LATTICE SHELL STRUCTURE OF TWO-LAYER CYLINDROID
Guo Ying,YIN Zhixiang.NONLINEAR ANALYSIS FOR THE PRESTRESSED LATTICE SHELL STRUCTURE OF TWO-LAYER CYLINDROID[J].Steel Construction,2005,20(2):15-17.
Authors:Guo Ying  YIN Zhixiang
Affiliation:Liaoning Technical University Fux in 123000
Abstract:A new form of cables for the prestressed lattice shell stru cture is put forward It means all the down string poles are replaced by the high strength steel cables along the short span and different prestresses are applied to every c able By calculating the model exam ple of two layer cylindroid prestr essed lattice shell structure,base d on the nonlinear analysis by ANS YS,the character of the stress and displacement of the structure are got,which will give necessary para meters to actual engineering desig n
Keywords:cable prestressed latti ce shell structure nonlinear analy sis
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