Transverse Vibration of the Simply Supported Beam Loaded by Pedestrians

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00213772" target="_blank" >RIV/68407700:21110/13:00213772 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Transverse Vibration of the Simply Supported Beam Loaded by Pedestrians

Original language description

The presented article is focused on a dynamic analysis of the simply supported beam, which is loaded by the harmonically varying force and by the force with constant magnitude. Both of these types of loading are moving across the structure with constantvelocity . Results of the theoretical analysis are compared with the experimentally obtained results and with the deterministic model based on the theory of the Fourier?s Series according to the Bachmann, Ammann, Young etc. The structure, chosen for a dynamical analysis, is the real footbridge across the Opatovicka street, placed in the Prague with a composite cross ? section.

Czech name

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Czech description

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Type

O - Miscellaneous

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

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Continuities

S - Specificky vyzkum na vysokych skolach

Publication year

2013

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů