Bridge analysis structure under human induced dynamic load

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F12%3APU102098" target="_blank" >RIV/00216305:26110/12:PU102098 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Bridge analysis structure under human induced dynamic load

Popis výsledku v původním jazyce

The paper deals with the analysis of the dynamic response of footbridges under human ? induced dynamic loads. This is a frequently occurring and often dominant load for footbridges as it stems from the very purpose of a footbridge ? to convey pedestrian.Due to the emergence of new materials and advanced engineering technology, slender footbridges are increasingly becoming popular to satisfy the modern transportation Leeds and the aesthetical requirements of the society. These structures however are always lively with low stiffness, low mass, low damping and low natural frequencies. As a consequence, they are prone to vibration induced by human activities and can suffer severe vibration serviceability problems, particularly in the lateral direction. Pedestrian bridges are designed according to first and second limit states, these are the criteria involved in response to static design load. However, it is necessary to assess the dynamic response of bridge design load on pedestrians and

Název v anglickém jazyce

Bridge analysis structure under human induced dynamic load

Popis výsledku anglicky

The paper deals with the analysis of the dynamic response of footbridges under human ? induced dynamic loads. This is a frequently occurring and often dominant load for footbridges as it stems from the very purpose of a footbridge ? to convey pedestrian.Due to the emergence of new materials and advanced engineering technology, slender footbridges are increasingly becoming popular to satisfy the modern transportation Leeds and the aesthetical requirements of the society. These structures however are always lively with low stiffness, low mass, low damping and low natural frequencies. As a consequence, they are prone to vibration induced by human activities and can suffer severe vibration serviceability problems, particularly in the lateral direction. Pedestrian bridges are designed according to first and second limit states, these are the criteria involved in response to static design load. However, it is necessary to assess the dynamic response of bridge design load on pedestrians and

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/GAP104%2F11%2F0703" target="_blank" >GAP104/11/0703: Použití progresivních materiálů u cyklicky namáhaných konstrukcí</a><br>

Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2012

Kód důvěrnosti údajů

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

Název periodika

An international Journal of Science, Engineering and Technology World Academy of Science Engineering and Technology

ISSN

2010-376X

e-ISSN

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Svazek periodika

1

Číslo periodika v rámci svazku

70

Stát vydavatele periodika

ID - Indonéská republika

Počet stran výsledku

6

Strana od-do

1059-1064

Kód UT WoS článku

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EID výsledku v databázi Scopus

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