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

Hans F. Burcharth; Thomas Lykke Andersen; Palle Meinert

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

Hans F. Burcharth, Thomas Lykke Andersen, Palle Meinert

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

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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.

Originalsprog	Engelsk
Titel	PIANC-COPEDEC VII : 7th International Conferernce on Coastal and Port Engineering in Developing Countries
Antal sider	12
Forlag	The Coastal Engineering Community of the United Arab Emirates
Publikationsdato	2008
Status	Udgivet - 2008
Begivenhed	The International Conferernce on Coastal and Port Engineering in Developing Countries - Venue, Dubai, United Arab Emirates Varighed: 24 feb. 2008 → 28 feb. 2008 Konferencens nummer: 7

Konference

Konference	The International Conferernce on Coastal and Port Engineering in Developing Countries
Nummer	7
Land/Område	United Arab Emirates
By	Venue, Dubai
Periode	24/02/2008 → 28/02/2008

Bibliografisk note

Published on a cd

Emneord

Monolithic Caisson
Small Scale Model
2-D Model Test
Breakwaters

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The Importance of Pressure Sampling Frequency in Models for Determination of Critical Wave Loadingson Monolithic StructuresForlagets udgivne version, 930 KB

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Citationsformater

@inproceedings{d78508e0ffd111dc800f000ea68e967b,

title = "The Importance of Pressure Sampling Frequency in Models for Determination of Critical Wave Loadingson Monolithic Structures",

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.",

keywords = "Monolithic Caisson, Small Scale Model, 2-D Model Test, Breakwaters, Monolithic Caisson, Small Scale Model, 2-D Model Test, Breakwaters",

author = "Burcharth, {Hans F.} and Andersen, {Thomas Lykke} and Palle Meinert",

note = "Published on a cd; The International Conferernce on Coastal and Port Engineering in Developing Countries ; Conference date: 24-02-2008 Through 28-02-2008",

year = "2008",

language = "English",

booktitle = "PIANC-COPEDEC VII",

publisher = "The Coastal Engineering Community of the United Arab Emirates",

}

Burcharth, HF , Andersen, TL & Meinert, P 2008, The Importance of Pressure Sampling Frequency in Models for Determination of Critical Wave Loadingson Monolithic Structures. i PIANC-COPEDEC VII: 7th International Conferernce on Coastal and Port Engineering in Developing Countries. The Coastal Engineering Community of the United Arab Emirates, The International Conferernce on Coastal and Port Engineering in Developing Countries, Venue, Dubai, United Arab Emirates, 24/02/2008.

The Importance of Pressure Sampling Frequency in Models for Determination of Critical Wave Loadingson Monolithic Structures. / Burcharth, Hans F.; Andersen, Thomas Lykke; Meinert, Palle.
PIANC-COPEDEC VII: 7th International Conferernce on Coastal and Port Engineering in Developing Countries. The Coastal Engineering Community of the United Arab Emirates, 2008.

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

TY - GEN

T1 - The Importance of Pressure Sampling Frequency in Models for Determination of Critical Wave Loadingson Monolithic Structures

AU - Burcharth, Hans F.

AU - Andersen, Thomas Lykke

AU - Meinert, Palle

N1 - Conference code: 7

PY - 2008

Y1 - 2008

N2 - 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.

AB - 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.

KW - Monolithic Caisson

KW - Small Scale Model

KW - 2-D Model Test

KW - Breakwaters

KW - Monolithic Caisson

KW - Small Scale Model

KW - 2-D Model Test

KW - Breakwaters

M3 - Article in proceeding

BT - PIANC-COPEDEC VII

PB - The Coastal Engineering Community of the United Arab Emirates

T2 - The International Conferernce on Coastal and Port Engineering in Developing Countries

Y2 - 24 February 2008 through 28 February 2008

ER -

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

Abstract

Konference

Bibliografisk note

Emneord

Adgang til dokumentet

AUB Link

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Citationsformater