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本程序是采用有限元组合结构模式,进行高层建筑结构应力静力、动力分析通用程序.程序中配备平面应力元是:三角形元、矩形元、四节点十四个自由
This program uses the finite element combination structure mode to perform general static static and dynamic analysis procedures for high-rise building structures. The program is equipped with plane stress elements that are: triangular elements, rectangular elements, four nodes and fourteen freedoms.