In this paper, space joist frame and rigid frame areresearched and a suit of reliability's analyzed program is exploited. 本文正是基于这种考虑，以空间桁架结构及刚架结构为研究对象，开发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. 八面体变几何桁架机构综合实例表明了该方法的正确性与有效性。
