Lateral Vibration Induced by Crossing Pedestrian
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00231722" target="_blank" >RIV/68407700:21110/16:00231722 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Lateral Vibration Induced by Crossing Pedestrian
Original language description
This paper is dealing with the lateral vibration of simply supported beam induced by one crossing pedestrian. Effects of pedestrian on the structural vibration was simplified by deterministic, stationary, periodic forces, which were placed at the most efficient spot on the structure. A new approach to modeling of excitation of lateral vibration was also introduced. This model is based on the "real" trajectory of pedestrian's centroid and it also reflects fact, that the pedestrian is changing his position in time. Numerical solution of this problem was done by Newmark integration method with using modal decomposition technique.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Modern Methods of Experimental and Computational Investigations in Area of Construction
ISBN
978-3-03835-603-5
ISSN
1660-9336
e-ISSN
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Number of pages
7
Pages from-to
176-182
Publisher name
Trans Tech Publications Inc.
Place of publication
Pfaffikon
Event location
Praha
Event date
Sep 17, 2015
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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