HEAL DSpace

Bouncing of a vehicle on an irregularity: A mathematical model

Αποθετήριο DSpace/Manakin

Εμφάνιση απλής εγγραφής

dc.contributor.author Michaltsos, GT en
dc.date.accessioned 2014-03-01T01:32:57Z
dc.date.available 2014-03-01T01:32:57Z
dc.date.issued 2010 en
dc.identifier.issn 1077-5463 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/20249
dc.subject Bridges dynamic en
dc.subject Deck irregularities en
dc.subject Moving loads en
dc.subject.classification Acoustics en
dc.subject.classification Engineering, Mechanical en
dc.subject.classification Mechanics en
dc.subject.other Continuous approach en
dc.subject.other Critical velocities en
dc.subject.other Landing points en
dc.subject.other Moving load en
dc.subject.other Moving loads en
dc.subject.other Theoretical formulation en
dc.subject.other Two degrees of freedom en
dc.subject.other Landing en
dc.subject.other Mathematical models en
dc.subject.other Roads and streets en
dc.subject.other Vehicles en
dc.subject.other Highway bridges en
dc.title Bouncing of a vehicle on an irregularity: A mathematical model en
heal.type journalArticle en
heal.identifier.primary 10.1177/1077546309104878 en
heal.identifier.secondary http://dx.doi.org/10.1177/1077546309104878 en
heal.language English en
heal.publicationDate 2010 en
heal.abstract This paper leads with the phenomenon of the bouncing of a vehicle due to an irregularity being on a road or on a bridge deck. Attention is focused on the determination of the critical velocity for which the vehicle loses touch with the roads or the bridge-decks surface following a missiles orbit and then striking the road or the bridge during landing. If the vehicle moves with a velocity greater than the critical one, we determine the corresponding time (and thus the point of the bridge) at which touch is lost. Afterwards, we determine also the landing point of the vehicle. Solving firstly the above problem for a vehicle moving on a road, it is easy next to proceed to the solution of the same problem for a vehicle moving on a bridge. The theoretical formulation is based on a continuous approach in addition to the use of a two degrees of freedom model associated with the mass of the moving load. © 2010 SAGE Publications Los Angeles, London, New Delhi, Singapore. en
heal.publisher SAGE PUBLICATIONS LTD en
heal.journalName JVC/Journal of Vibration and Control en
dc.identifier.doi 10.1177/1077546309104878 en
dc.identifier.isi ISI:000274189000002 en
dc.identifier.volume 16 en
dc.identifier.issue 2 en
dc.identifier.spage 181 en
dc.identifier.epage 206 en


Αρχεία σε αυτό το τεκμήριο

Αρχεία Μέγεθος Μορφότυπο Προβολή

Δεν υπάρχουν αρχεία που σχετίζονται με αυτό το τεκμήριο.

Αυτό το τεκμήριο εμφανίζεται στην ακόλουθη συλλογή(ές)

Εμφάνιση απλής εγγραφής