Experimental study of horizontal forces of pedestrian dynamics

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F17%3A00475278" target="_blank" >RIV/68378297:_____/17:00475278 - isvavai.cz</a>
Result on the web
<a href="https://doi.org/10.1051/matecconf/201710700011" target="_blank" >https://doi.org/10.1051/matecconf/201710700011</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1051/matecconf/2017107000" target="_blank" >10.1051/matecconf/2017107000</a>

Result language
angličtina
Original language name
Experimental study of horizontal forces of pedestrian dynamics
Original language description
At present similar detailed examination of pedestrian dynamics has been brought about chiefly by the requirements of determining the loads on footbridges. In their case – contrary to bridges – the magnitude of dynamic response is more important than that of static response, as it determines also the serviceability of the footbridge with reference to pedestrian comfort. The forces frequencies of step or strides for different walking velocities is the most important for the further analysis and analysis of the mechanisms.s.
Czech name
—
Czech description
—

Type
D - Article in proceedings
CEP classification
—
OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering

Project
<a href="/en/project/GC17-26353J" target="_blank" >GC17-26353J: Theoretical predictive models of interaction between varying and moving loads and bridges for structural health monitoring</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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