The Effect of Pedestrian Traffic on the Dynamic Behavior of Footbridges

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F03%3A07094898" target="_blank" >RIV/68407700:21610/03:07094898 - 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

The Effect of Pedestrian Traffic on the Dynamic Behavior of Footbridges

Original language description

Rhytmical human body motion e.g. walking, running or jumping can cause heavy vibrations of structures. The dynamic response of a footbridge depends namely on the natural frequencies of the structure in vertical, horizontal and in torsion.Quite unique cable-stayed footbridge with prestressed concrete was dynamically analyzed and the dynamic response to simulated pedestrianloading was calculated. The calculated effects were compared with the pedestrian comfort criteria for serviceability limit states. These criteria are defined in terms of maximum acceptable acceleration of the bridge deck.

Czech name

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Czech description

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Type

A - Audiovisual production

CEP classification

JM - Structural engineering

OECD FORD branch

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Project

<a href="/en/project/GA103%2F03%2F0082" target="_blank" >GA103/03/0082: Nonlinear response of structures under extraordinary loads and man induced actions</a><br>

Continuities

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year

2003

Confidentiality

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

ISBN

80-86059-35-9

Place of publication

Praha

Publisher/client name

Not available

Version

Neuveden

Carrier ID

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