单面坡温室钢拱架有限元分析及结构优化
Finite-Element Analysis and Optimization of Sunlight Greenhouse
本文利用ANSYS 9.0有限元分析软件对六种单面坡温室钢拱架进行结构优化，结果表明，TYPE6结构既符合强度和刚度要求，且单位面积用钢量最少，仅为2.44040 。
It is optimize in configuration of six sorts greenhouse by making use of finite elements analysis software of ANSYS 9.0, The result show that YPYE6 fit the intensity and rigidity, but also the consume in using steels, only 2.4404
薛忠、王呈玉
农业科学技术发展农业工程材料科学
单面坡温室有限元分析优化
greenhouseFinite element analysisOptimize
薛忠,王呈玉.单面坡温室钢拱架有限元分析及结构优化[EB/OL].(2006-11-16)[2025-08-17].http://www.paper.edu.cn/releasepaper/content/200611-441.点此复制
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