Torsional asymmetry in suspension bridge systems

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68145535%3A_____%2F15%3A00450227" target="_blank" >RIV/68145535:_____/15:00450227 - isvavai.cz</a>
Result on the web
<a href="http://link.springer.com/article/10.1007%2Fs10492-015-0117-3" target="_blank" >http://link.springer.com/article/10.1007%2Fs10492-015-0117-3</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1007/s10492-015-0117-3" target="_blank" >10.1007/s10492-015-0117-3</a>

Result language
angličtina
Original language name
Torsional asymmetry in suspension bridge systems
Original language description
In this paper a dynamic linear model of suspension bridge center spans is formulated and three different ways of fixing the main cables are studied. The model describes vertical and torsional oscillations of the deck under the action of lateral wind. Themutual interactions of main cables, center span, and hangers are analyzed. Three variational evolution are analyzed. The variational equations correspond with the way how the main cables are fixed. The existence, uniqueness, and continuous dependence ondata are proved.
Czech name
—
Czech description
—

Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
BA - General mathematics
OECD FORD branch
—

Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Publication year
2015
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Similar results(10)