Dynamic load of pedestrian for dynamic analysis of bridges
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F12%3APU102919" target="_blank" >RIV/00216305:26110/12:PU102919 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
čeština
Original language name
Dynamické modely zatížení chodci pro dynamickou analýzu mostních konstrukcí
Original language description
The paper deals with the moving load of pedestrians. This load cen be applied to dynamic analysis of footbridge but to ceiling structure as well. The reason for the analysis of dynamic response of structures, subjected to loads simulating the movement ofpeople, is to evaluate the behavior of the structure. Next reason is the evaluation of structural response in terms of user comfort. It is necessary to have the most accurate models of moving load for this purpose. These models reflect a wide range of human movement from normal walking to running or rhythm jumping. Studies describing the application of danamic moving load on the lightweight footbridges are shown at the end of this paper.
Czech name
Dynamické modely zatížení chodci pro dynamickou analýzu mostních konstrukcí
Czech description
The paper deals with the moving load of pedestrians. This load cen be applied to dynamic analysis of footbridge but to ceiling structure as well. The reason for the analysis of dynamic response of structures, subjected to loads simulating the movement ofpeople, is to evaluate the behavior of the structure. Next reason is the evaluation of structural response in terms of user comfort. It is necessary to have the most accurate models of moving load for this purpose. These models reflect a wide range of human movement from normal walking to running or rhythm jumping. Studies describing the application of danamic moving load on the lightweight footbridges are shown at the end of this paper.
Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/GA103%2F08%2F0275" target="_blank" >GA103/08/0275: Sensitivity analysis of factors influencing the limit state of thin-walled structures</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2012
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Juniorstav 2012
ISBN
978-80-214-4393-8
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
1-6
Publisher name
Neuveden
Place of publication
Brno, Česká republika
Event location
Brno
Event date
Jan 26, 2012
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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