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

Research output: Contribution to book/anthology/report/conference proceedingConference abstract in proceedingResearch

204 Downloads (Pure)

Abstract

Wave induced pressures on model scale monolithic structures like caissons and concrete superstructures on rubble mound breakwaters show very peaky variations, even in cases without impacts from slamming waves.
Original languageEnglish
Title of host publicationBook of Abstracts : Seventh International Conferernce on Coastal and Port Engineering in Developing Countries : Best Practies in the Coastal Environment, held at Intercontinental Dubai Festival city, Dubai, U.A.E. 24-28 february 2008
Number of pages3
PublisherThe Coastal Engineering Community of the United Arab Emirates
Publication date2008
Pages13-15
Publication statusPublished - 2008
EventThe International Conferernce on Coastal and Port Engineering in Developing Countries - Venue, Dubai, United Arab Emirates
Duration: 24 Feb 200828 Feb 2008
Conference number: 7

Conference

ConferenceThe International Conferernce on Coastal and Port Engineering in Developing Countries
Number7
Country/TerritoryUnited Arab Emirates
CityVenue, Dubai
Period24/02/200828/02/2008

Bibliographical note

Paper no. 6. Published on a cd.

Keywords

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

Fingerprint

Dive into the research topics of 'The Importance of Pressure Sampling Frequency in Models for Determination of Critical Wave Loadings on Monolithic Structures'. Together they form a unique fingerprint.

Cite this