In this paper, space joist frame and rigid frame areresearched and a suit of reliability's analyzed program is exploited. 本文正是基於這種考慮，以空間桁架結構及剛架結構為研究對象，開發出一套可靠性分析通用程序。
The correctness and validity of this method were made clear by the mechanism synthesis of the octahedron variable geometry truss. 八面體變幾何桁架機構綜合實例表明了該方法的正確性與有效性。
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