Sensitivity of Footbridge Response to Load Modeling

Publikation: Konferencebidrag uden forlag/tidsskriftPaper uden forlag/tidsskriftForskningpeer review

1 Citationer (Scopus)

Abstrakt

The paper considers a stochastic approach to modeling the actions of walking and has focus on the vibration serviceability limit state of footbridges. The use of a stochastic approach is novel but useful as it is more advanced than the quite simplistic deterministic load models seen in many design codes. Using a stochastic approach, however, reqiures a number of decisions to be made (statistical distribution and associated parameters) for walking parameters. These decisions might have an impact on the outcome of serviceability evaluations (bridge acceleration levels), but it is often not a simple matter to foresee their impact. The paper contributes by examining how some of these decisions influence the outcome of serviceability evaluations. The sensitivity study is made focusing on vertical footbridge response to single person loading.
OriginalsprogEngelsk
Publikationsdato2012
Antal sider7
StatusUdgivet - 2012
BegivenhedIMAC 2012 XXX : Conference and Exposition on Structural Dynamics - Jacksonville, Florida, USA
Varighed: 30 jan. 20122 feb. 2012

Konference

KonferenceIMAC 2012 XXX
LandUSA
ByJacksonville, Florida
Periode30/01/201202/02/2012

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Emneord

  • Footbridge Vibrations
  • Vibration Serviceability

Citationsformater

Pedersen, L., & Frier, C. (2012). Sensitivity of Footbridge Response to Load Modeling. Afhandling præsenteret på IMAC 2012 XXX , Jacksonville, Florida, USA.