An explicit predictor–corrector algorithm is derived from the implicit α-method. This explicit algorithm is shown to have better stability and accuracy properties than its Newmark-based predecessor. This algorithm is then combined with the implicit α-method, resulting in an implicit–explicit α-method which can be effectively utilized for linear and non-linear structural dynamics calculations.
%0 Journal Article
%1 Miranda1989Improved
%A Miranda, Isidoro
%A Ferencz, Robert M.
%A Hughes, Thomas J. R.
%D 1989
%J Earthquake Engineering & Structural Dynamics
%K 65l06-multistep-runge-kutta-and-extrapolation-methods 65m60-pdes-ibvps-finite-elements 74s05-finite-element-methods-for-solid-mechanics newmark
%N 5
%P 643--653
%R 10.1002/eqe.4290180505
%T An Improved Implicit–Explicit Time Integration Method for Structural Dynamics
%U http://dx.doi.org/10.1002/eqe.4290180505
%V 18
%X An explicit predictor–corrector algorithm is derived from the implicit α-method. This explicit algorithm is shown to have better stability and accuracy properties than its Newmark-based predecessor. This algorithm is then combined with the implicit α-method, resulting in an implicit–explicit α-method which can be effectively utilized for linear and non-linear structural dynamics calculations.
@article{Miranda1989Improved,
abstract = {{An explicit predictor–corrector algorithm is derived from the implicit α-method. This explicit algorithm is shown to have better stability and accuracy properties than its Newmark-based predecessor. This algorithm is then combined with the implicit α-method, resulting in an implicit–explicit α-method which can be effectively utilized for linear and non-linear structural dynamics calculations.}},
added-at = {2019-03-01T00:11:50.000+0100},
author = {Miranda, Isidoro and Ferencz, Robert M. and Hughes, Thomas J. R.},
biburl = {https://www.bibsonomy.org/bibtex/28ebbc84a5ff81c3cf74f5b87833febed/gdmcbain},
citeulike-article-id = {14435737},
citeulike-attachment-1 = {miranda_89_improved.pdf; /pdf/user/gdmcbain/article/14435737/1118686/miranda_89_improved.pdf; 34a2e0d94bbe76f6a6dc3936872d66dc61ff5566},
citeulike-linkout-0 = {http://dx.doi.org/10.1002/eqe.4290180505},
doi = {10.1002/eqe.4290180505},
file = {miranda_89_improved.pdf},
interhash = {d0283e61abf0dd088c6646ab11fca085},
intrahash = {8ebbc84a5ff81c3cf74f5b87833febed},
issn = {00988847},
journal = {Earthquake Engineering \& Structural Dynamics},
keywords = {65l06-multistep-runge-kutta-and-extrapolation-methods 65m60-pdes-ibvps-finite-elements 74s05-finite-element-methods-for-solid-mechanics newmark},
month = jul,
number = 5,
pages = {643--653},
posted-at = {2017-09-22 02:43:49},
priority = {2},
timestamp = {2019-03-01T00:11:50.000+0100},
title = {{An Improved Implicit–Explicit Time Integration Method for Structural Dynamics}},
url = {http://dx.doi.org/10.1002/eqe.4290180505},
volume = 18,
year = 1989
}