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An alpha modification of Newmark's method

✍ Scribed by W. L. Wood; M. Bossak; O. C. Zienkiewicz


Publisher
John Wiley and Sons
Year
1980
Tongue
English
Weight
194 KB
Volume
15
Category
Article
ISSN
0029-5981

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✦ Synopsis


Abstract

This paper discusses the Bossak–Newmark algorithm, which is an extension of the well‐known Newmark algorithm^1^ for the numerical integration of the equations of discretized structural dynamics problems. The extra parameter introduced here enables the method (when used on the test equation ẍ = βˆ’Ο‰^2^x) to be simultaneously second order, unconditionally stable and with positive artificial damping.

Comparisons are made with another modification of Newmark introduced by Hilber, Hughes and Taylor^2^.


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