Bridge analysis structure under human induced danamic load with an emphasis on the horizontal load

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F12%3APU102918" target="_blank" >RIV/00216305:26110/12:PU102918 - isvavai.cz</a>

Result on the web

—

DOI - Digital Object Identifier

—

Result language

čeština

Original language name

Dynamická analýza mostní konstrukce zatížené pohybem osob s důrazem na vodorovné zatížení

Original language description

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

Czech name

Dynamická analýza mostní konstrukce zatížené pohybem osob s důrazem na vodorovné zatížení

Czech description

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

Type

D - Article in proceedings

CEP classification

JM - Structural engineering

OECD FORD branch

—

Project

<a href="/en/project/GAP104%2F11%2F0703" target="_blank" >GAP104/11/0703: Use of progressive materials in cyclically stressed structures</a><br>

Continuities

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

Publication year

2012

Confidentiality

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

Article name in the collection

Juniorstv 2012

ISBN

978-80-214-4393-8

ISSN

—

e-ISSN

—

Number of pages

8

Pages from-to

1-8

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

—