000001613 001__ 1613
000001613 005__ 20141118153501.0
000001613 04107 $$acze
000001613 046__ $$k2007-05-14
000001613 100__ $$aFischer, C.
000001613 24500 $$aDYNAMIC BEHAVIOUR OF A BEAM COUPLED WITH A PRESTRESSED STRING – INFLUENCE OF DAMPING

000001613 24630 $$n13$$pEngineering Mechanics 2007
000001613 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Prague
000001613 506__ $$arestricted
000001613 520__ $$2eng$$aThe beam with an axial force is coupled by an elastic layer of Winkler type with the pretensiled string. It is subjected to a row of moving forces. The theoretical model corresponds to a prestressed bridge. The concrete bridges of this type are the most spread types appearing on both the road and railway bridges of small and medium spans. The governing equations form a coupled set of partial differential equations that are solved using the Fourier and Laplace integral transformations for the undamped case. The numerical solution is examined for the damped case.

000001613 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000001613 653__ $$a

000001613 7112_ $$aEngineering Mechanics 2007$$cSvratka (CZ)$$d2007-05-14 / 2007-05-17$$gEM2007
000001613 720__ $$aFischer, C.$$iFrýba, L.
000001613 8560_ $$ffischerc@itam.cas.cz
000001613 8564_ $$s400610$$uhttps://invenio.itam.cas.cz/record/1613/files/028-Fischer-PT.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000001613 962__ $$r1585
000001613 980__ $$aPAPER