Scholarly record
RELATION BETWEEN DYNAMIC RESPONSE AND THE TRAFFIC COMFORT OF SOME FOOTBRIDGES ON PLATE GIRDERS
Abstract
This paper presents several issues regarding the dynamic behaviour of the pedestrian footbridges structure under the action of general loads generated by the pedestrians? displacement, together with the correlated traffic comfort of the pedestrians crossing the structure. The footbridge crossing comfort criterion requires the inclusion of vibration frequencies and accelerations of the structures in certain limits so that the vibration amplification or resonance is avoided. The paper puts under investigation six footbridges on steel or composite steel-concrete girders from the viewpoint of frequencies in vibration Mode 1 in a vertical plane, originated in their own weight (natural frequency) or from a partial loading, in the frame of traffic class III, as well as the resulting resonance risk and the traffic comfort, respectively.
Publication Impact Profile
- Citations
- CrossRef - Citation Indexes: 2
- Scopus - Citation Indexes: 0
- Captures
- Mendeley - Readers: 3
Publication details
References0
Structured references will appear here after the reference import pass. The count is preserved now so the scholarly record is not incomplete.
Citing literature
Number of times cited according to Crossref: 2
View or Download full articleAccess options
SWS access login
Login as SWS Scientific CommitteeLogin as SWS Scientific PartnerLogin as SWS AuthorAuthors and approved SWS contributors will read and export their own linked papers after identity matching by SWS profile, email and SGEM GlobalID.
For librarian assistance: [email protected]
Purchase Instant Access
- Article can be downloaded after successful payment.
- Article may be used according to SWS library access terms.
- Article cannot be redistributed.