Journal article
Non-linear cable response to multiple support periodic excitation
Abstract
The coupled non-linear differential equations of cable vibration due to transverse and vertical multiple support excitations are formulated. The phase difference between the input support excitations at cable ends is considered in the formulation of the equations of motion. Damping is not considered in this analysis. The spatial problem is solved by Galerkin method using a two degree of freedom model for the cable. The temporal problem is …
Authors
El-Attar M; Ghobarah A; Aziz TS
Journal
Engineering Structures, Vol. 22, No. 10, pp. 1301–1312
Publisher
Elsevier
Publication Date
October 2000
DOI
10.1016/s0141-0296(99)00065-6
ISSN
0141-0296