Vector algorithm for multi-layered reinforced concrete shell element stiffness matrix

被引：0

作者：

Min, CS

机构：

来源：

HIGH PERFORMANCE COMPUTING ON THE INFORMATION SUPERHIGHWAY - HPC ASIA '97, PROCEEDINGS | 1997年

关键词：

D O I：

10.1109/HPC.1997.592220

中图分类号：

TP [自动化技术、计算机技术];

学科分类号：

0812 ;

摘要：

A new vector computational algorithm is presented for calculating the stiffness matrices of multi-layered reinforced concrete shell elements. Each element stiffness matrix is represented in terms of three vector arrays of lengths 78, 96 and 36, respectively. One element stiffness matrix is calculated at a time without interruption in the vector calculations for the uncracked or cracked elements. It is shown that the present algorithm is 1.1 to 7.3 rimes more efficient then the vector algorithm developed by Min and Gupta on a Gray Y-MP supercomputer.

引用

页码：621 / 626

页数：6