Algorithm for Improving the Accuracy of Newmark Integration Method in the Study of Elastoplastic Oscillations
Abstract eng: Damped forced vibrations of a single-degree-of-freedom elastoplastic system, are studied, by using Newmark-β integration method. A correction algorithm is proposed, in order to improve the accuracy of the calculations. The method is applied with and without correction and the results are compared for the case of the seismic excitation.
Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2014-12-05, last modified 2014-12-05
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