Simultaneous effect of a moving load and a ground motion on a simple beam: numerical approach

Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F15%3A00453612" target="_blank" >RIV/68378297:_____/15:00453612 - isvavai.cz</a>
Výsledek na webu
—
DOI - Digital Object Identifier
—

Jazyk výsledku
angličtina
Název v původním jazyce
Simultaneous effect of a moving load and a ground motion on a simple beam: numerical approach
Popis výsledku v původním jazyce
The paper deals with a simultaneous effect of a row of regularly distributed moving loads and a vertical seismic ground excitation on a single-span bridge. The simple mathematical model is used to allow direct comparison of analytical and numerical results. Advantages and drawbacks of both methods are discussed. Various levels of simplification of description the loads are supposed. The discussed methodology is illustrated on an example of an interaction of the real concrete bridge, the high-speed trainTALGO AV2 and an artificial earthquake data.
Název v anglickém jazyce
Simultaneous effect of a moving load and a ground motion on a simple beam: numerical approach
Popis výsledku anglicky
The paper deals with a simultaneous effect of a row of regularly distributed moving loads and a vertical seismic ground excitation on a single-span bridge. The simple mathematical model is used to allow direct comparison of analytical and numerical results. Advantages and drawbacks of both methods are discussed. Various levels of simplification of description the loads are supposed. The discussed methodology is illustrated on an example of an interaction of the real concrete bridge, the high-speed trainTALGO AV2 and an artificial earthquake data.

Projekt
—
Návaznosti
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění
2015
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Podobné výsledky(10)