Please use this identifier to cite or link to this item:
|Title:||Time domain modeling of a dynamic impact oscillator under wave excitations|
Eatock Taylor, R.
Time domain model
|Source:||Chen, M., Eatock Taylor, R., Choo, Y.S. (2014-01-15). Time domain modeling of a dynamic impact oscillator under wave excitations. Ocean Engineering 76 : 40-51. ScholarBank@NUS Repository. https://doi.org/10.1016/j.oceaneng.2013.10.004|
|Abstract:||This paper establishes a methodology for analyzing the dynamics of a wave-induced impact model, with emphasis on the modeling of float-over installations. The time domain model described by the Cummins equation provides an attractive way of analyzing the dynamics of marine structures with nonlinear effects. By replacing the time-consuming convolution terms, the resulting model is very efficient in dealing with nonlinear problems. The established time domain model is applied to investigate Leg Mating Unit (LMU) impacts during a float-over operation by considering the heaving motions of the whole system. Both a one-body system (considering that barge and deck move as one rigid body) and a two-body system (barge and deck moving separately) are considered in this paper. The techniques of impact maps, Poincaré maps, bifurcation diagrams and phase portraits are used to investigate the motion characteristics of the barge-deck system undergoing vertical impacts with the substructure. © 2013 Published by Elsevier Ltd.|
|Source Title:||Ocean Engineering|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Feb 28, 2018
WEB OF SCIENCETM
checked on Feb 20, 2018
checked on Apr 21, 2018
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.