ASYNCHRONOUS PARALLEL COMPUTING OF STRUCTURAL NON-STATIONARY RANDOM SEISMIC RESPONSES

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 comp...

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Bibliographic Details
Published in:International journal for numerical methods in engineering Vol. 40; no. 12; pp. 2133 - 2149
Main Authors: LIN, JIAHAO, WANG, XICHENG, WILLIAMS, F. W.
Format: Journal Article
Language:English
Published: New York John Wiley & Sons, Ltd 30.06.1997
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ISSN:0029-5981, 1097-0207
Online Access:Get full text
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