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.
出处
《哈尔滨工业大学学报》
EI
CAS
CSCD
北大核心
1996年第2期144-148,共5页
Journal of Harbin Institute of Technology