The Importance of Pressure Sampling Frequency in Models for Determination of Critical Wave Loadingson Monolithic Structures

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Abstract

This paper discusses the influence of wave load sampling frequency on calculated sliding distance in an overall stability analysis of a monolithic caisson. It is demonstrated by a specific example of caisson design that for this kind of analyses the sampling frequency in a small scale model could be as low as 100 Hz in model scale. However, for design of structure elements like the wave wall on the top of a caisson the wave load sampling frequency must be much higher, in the order of 1000 Hz in the model. Elastic-plastic deformations of foundation and structure were not included in the analysis.

OriginalsprogEngelsk
TitelPIANC-COPEDEC VII : 7th International Conferernce on Coastal and Port Engineering in Developing Countries
Antal sider12
ForlagThe Coastal Engineering Community of the United Arab Emirates
Publikationsdato2008
StatusUdgivet - 2008
BegivenhedThe International Conferernce on Coastal and Port Engineering in Developing Countries - Venue, Dubai, United Arab Emirates
Varighed: 24 feb. 200828 feb. 2008
Konferencens nummer: 7

Konference

KonferenceThe International Conferernce on Coastal and Port Engineering in Developing Countries
Nummer7
Land/OmrådeUnited Arab Emirates
ByVenue, Dubai
Periode24/02/200828/02/2008

Bibliografisk note

Published on a cd

Emneord

  • Monolithic Caisson
  • Small Scale Model
  • 2-D Model Test
  • Breakwaters

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