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contributor authorJ. Chung
contributor authorG. M. Hulbert
date accessioned2017-05-08T23:40:31Z
date available2017-05-08T23:40:31Z
date copyrightJune, 1993
date issued1993
identifier issn0021-8936
identifier otherJAMCAV-26349#371_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/111440
description abstractA new family of time integration algorithms is presented for solving structural dynamics problems. The new method, denoted as the generalized-α method, possesses numerical dissipation that can be controlled by the user. In particular, it is shown that the generalized-α method achieves high-frequency dissipation while minimizing unwanted low-frequency dissipation. Comparisons are given of the generalized-α method with other numerically dissipative time integration methods; these results highlight the improved performance of the new algorithm. The new algorithm can be easily implemented into programs that already include the Newmark and Hilber-Hughes-Taylor-α time integration methods.
publisherThe American Society of Mechanical Engineers (ASME)
titleA Time Integration Algorithm for Structural Dynamics With Improved Numerical Dissipation: The Generalized-α Method
typeJournal Paper
journal volume60
journal issue2
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2900803
journal fristpage371
journal lastpage375
identifier eissn1528-9036
keywordsEnergy dissipation
keywordsStructural dynamics AND Algorithms
treeJournal of Applied Mechanics:;1993:;volume( 060 ):;issue: 002
contenttypeFulltext


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