机构地区: 哈尔滨工业大学建筑学院建筑系
出 处: 《哈尔滨工业大学学报》 1996年第2期144-148,共5页
摘 要: 提出一种结构静力分析的有效的子结构并行计算方法。每个子结构自始至终独立在一个处理器中完成计算,只在界面进行适当的信息交换。该方法可有效地提高分析效率。 An effctive substructureal parallel computing algorithm for static structurce analysis is proposed. The new method indicates that each substructure can implement assembling stiffness matrix solving displacements and getting element-forces on a single processer concurrently. The unique necessary information among the subsructures is communicated on the interface appropriately. It is shown that the efficiency of analysis can be raised by the method.