| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 5471759 | Applied Mathematics Letters | 2017 | 7 Pages |
Abstract
This paper brings a revision of the so far known uniqueness result for a one-dimensional damped model of a suspension bridge. Using standard techniques, however with finer arguments, we provide a significant improvement and extension of the allowed interval for the stiffness parameter.
Keywords
Related Topics
Physical Sciences and Engineering
Engineering
Computational Mechanics
Authors
Gabriela Holubová, Jakub JanouÅ¡ek,