Asynchronous parallel computing of structural non-stationary random seismic responses

被引：1

作者：

Lin, JH ^{[1
]}

Wang, XC ^{[1
]}

Williams, FW ^{[1
]}

机构：

[1] UNIV WALES COLL CARDIFF,DEPT CIVIL ENGN,CARDIFF CF2 3TB,S GLAM,WALES

来源：

INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING | 1997年 / 40卷 / 12期

关键词：

non-stationary random; parallel computing; seismic response;

D O I：

10.1002/(SICI)1097-0207(19970630)40:12<2133::AID-NME148>3.0.CO;2-1

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

An asynchronous parallel algorithm is developed in this paper. It is based on the newly developed sequential pseudo-excitation method for structural non-stationary random responses, used with the high precision direct (HPD-S) integration method. Examples run on a Transtech Paramid MIMD parallel computer show that it has good accuracy and gives very high speed-up and efficiency. (C) 1997 by John Wiley & Sons, Ltd.

引用

页码：2133 / 2149

页数：17

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