An object-oriented programming framework for the parallel dynamic analysis of structures

被引：14
|
作者：
Modak, S
Sotelino, ED
机构：
[1] Purdue Univ, Sch Civil Engn, W Lafayette, IN 47907 USA
[2] Comp & Struct Inc, Berkeley, CA 94704 USA
来源：
COMPUTERS & STRUCTURES | 2002年 / 80卷 / 01期
关键词：
parallel processing; distributed computing; object-oriented programming; structural dynamics; transient finite element analysis; time-stepping algorithms;
D O I：
10.1016/S0045-7949(01)00154-7
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
This work addresses the time history analysis of structures subjected to dynamic loads using high performance computing environments. Structural mechanics, parallel computing, and object-oriented programming methodologies are integrated to design and implement frameworks for parallel and sequential transient finite element analysis (TFE++ and PTFE++). The object-oriented approach is employed to facilitate extensibility, reusability, maintainability and simplicity of the resulting software. Parallel processing concepts and algorithms are used in the design of PTFE++. An application has been developed to demonstrate the developed frameworks. It has been found that PTFE++ provides an efficient way to analyze large structural systems. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码：77 / 84
页数：8
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