Estimation of Peak Wave Stresses in Slender Complex Concrete Armor Units

G.L. Howell; H. F. Burcharth; Joon R Rhee

Estimation of Peak Wave Stresses in Slender Complex Concrete Armor Units

G.L. Howell, H. F. Burcharth, Joon R Rhee

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

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Abstract

Recent methods for the structural design of concrete armor units divide the forces into static loads, impact loads, and wave or pulsating loads. Physical model technology is being developed at several laboratories to measure wave loads on model armor units. While this technology represents significant progress, structural designers require a maximum stress value to design armor units.

Originalsprog	Engelsk
Titel	Proceedings of the 22nd International Conference on Coastal Engineering : ICCE '90 : Delft, The Netherlands, 2-6 July 1990
Redaktører	Billy L. Edge
Antal sider	8
Vol/bind	2
Udgivelsessted	New York
Forlag	American Society of Civil Engineers
Publikationsdato	1991
Sider	1819-1826
Kapitel	136
ISBN (Trykt)	0-87262-776-4
Status	Udgivet - 1991
Begivenhed	The 22nd International Conference on Coastal Engineering - Delft, Holland Varighed: 2 jul. 1990 → 6 jul. 1990 Konferencens nummer: 22

Konference

Konference	The 22nd International Conference on Coastal Engineering
Nummer	22
Land/Område	Holland
By	Delft
Periode	02/07/1990 → 06/07/1990

Emneord

Structural Design
Concrete Armor Units
Physical Model

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ESTIMATION OF PEAK WAVE STRESSES IN SLENDER COMPLEX CONCRETE ARMOR UNITSForlagets udgivne version, 130 KB

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title = "Estimation of Peak Wave Stresses in Slender Complex Concrete Armor Units",

abstract = "Recent methods for the structural design of concrete armor units divide the forces into static loads, impact loads, and wave or pulsating loads. Physical model technology is being developed at several laboratories to measure wave loads on model armor units. While this technology represents significant progress, structural designers require a maximum stress value to design armor units.",

keywords = "Structural Design, Concrete Armor Units, Physical Model, Structural Design, Concrete Armor Units, Physical Model",

author = "G.L. Howell and Burcharth, {H. F.} and Rhee, {Joon R}",

year = "1991",

language = "English",

isbn = "0-87262-776-4",

volume = "2",

pages = "1819--1826",

editor = "{ L. Edge}, Billy",

booktitle = "Proceedings of the 22nd International Conference on Coastal Engineering : ICCE '90",

publisher = "American Society of Civil Engineers",

address = "United States",

note = "The 22nd International Conference on Coastal Engineering , ICCE ; Conference date: 02-07-1990 Through 06-07-1990",

}

Howell, GL, Burcharth, HF & Rhee, JR 1991, Estimation of Peak Wave Stresses in Slender Complex Concrete Armor Units. i B L. Edge (red.), Proceedings of the 22nd International Conference on Coastal Engineering : ICCE '90: Delft, The Netherlands, 2-6 July 1990. bind 2, American Society of Civil Engineers, New York, s. 1819-1826, The 22nd International Conference on Coastal Engineering , Delft, Holland, 02/07/1990.

Estimation of Peak Wave Stresses in Slender Complex Concrete Armor Units. / Howell, G.L.; Burcharth, H. F.; Rhee, Joon R.
Proceedings of the 22nd International Conference on Coastal Engineering : ICCE '90: Delft, The Netherlands, 2-6 July 1990. red. / Billy L. Edge. Bind 2 New York: American Society of Civil Engineers, 1991. s. 1819-1826.

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

TY - GEN

T1 - Estimation of Peak Wave Stresses in Slender Complex Concrete Armor Units

AU - Howell, G.L.

AU - Burcharth, H. F.

AU - Rhee, Joon R

N1 - Conference code: 22

PY - 1991

Y1 - 1991

N2 - Recent methods for the structural design of concrete armor units divide the forces into static loads, impact loads, and wave or pulsating loads. Physical model technology is being developed at several laboratories to measure wave loads on model armor units. While this technology represents significant progress, structural designers require a maximum stress value to design armor units.

AB - Recent methods for the structural design of concrete armor units divide the forces into static loads, impact loads, and wave or pulsating loads. Physical model technology is being developed at several laboratories to measure wave loads on model armor units. While this technology represents significant progress, structural designers require a maximum stress value to design armor units.

KW - Structural Design

KW - Concrete Armor Units

KW - Physical Model

KW - Structural Design

KW - Concrete Armor Units

KW - Physical Model

M3 - Article in proceeding

SN - 0-87262-776-4

VL - 2

SP - 1819

EP - 1826

BT - Proceedings of the 22nd International Conference on Coastal Engineering : ICCE '90

A2 - L. Edge, Billy

PB - American Society of Civil Engineers

CY - New York

T2 - The 22nd International Conference on Coastal Engineering

Y2 - 2 July 1990 through 6 July 1990

ER -

Estimation of Peak Wave Stresses in Slender Complex Concrete Armor Units

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