Narrow your search

Library

ULiège (10)


Resource type

book (9)

dissertation (1)


Language

English (5)

German (3)

French (2)


Year
From To Submit

2017 (1)

1964 (2)

1961 (1)

1952 (1)

1949 (1)

More...
Listing 1 - 10 of 10
Sort by

Book
Einflußfelder der Momente schiefwinkliger Platten : Ergebnisse von Modellversuchen am Materialprüfungsamt für das Bauwesen der Technischen Hochschule München dargestellt in 174 Einflußflächen für Biege- und Drillmomente
Authors: ---
Year: 1961 Publisher: München : Selbstverlag des Materialprüfungsamtes für das Bauwesen der Technischen Hochschule München,

Loading...
Export citation

Choose an application

Bookmark

Abstract


Book
Tafeln zur Berechnung eiserner Eisenbahnbrücken nach den Vorschriften für Eisenbauwerke : Berechnungsgrundlagen für eiserne Eisenbahnbrücken vom 25. Februar 1925 ; 82 D 2531
Author:
Year: 1925 Publisher: Berlin : Verlag von Wilhelm Ernst & Sohn,

Loading...
Export citation

Choose an application

Bookmark

Abstract


Book
Stabilität des Fussringes von Rippenkuppeldächern stehender Stahltanks
Authors: ---
Year: 1949 Publisher: Zürich : Verlag Leemann,

Loading...
Export citation

Choose an application

Bookmark

Abstract


Book
Eléments de résistance des matériaux mis à la portée de tous : permettant de calculer les parties essentielles des constructions civiles habituelles, des ponts à poutre pleines, des ponts en treillis à diagonales, des fermes, toitures, auvents, marquises, etc.
Author:
Year: 1919 Publisher: Paris ; Liège : Librarie polytechnique Ch. Béranger,

Loading...
Export citation

Choose an application

Bookmark

Abstract


Book
A modern text-book on statics : for students of applied mathematics, physics and engineering
Author:
Year: 1964 Publisher: New York, NY : Oxford : MacMillan ; Pergamon,

Loading...
Export citation

Choose an application

Bookmark

Abstract


Book
Cours de béton armé
Author:
Year: 1921 Publisher: Paris : Dunod,

Loading...
Export citation

Choose an application

Bookmark

Abstract


Book
Mechanics of materials
Authors: ---
Year: 1952 Publisher: New York, NY : Prentice-Hall, Inc.,

Loading...
Export citation

Choose an application

Bookmark

Abstract


Book
Mechanics
Author:
Year: 1948 Publisher: New York, NY : McGraw-Hill Book Company, Inc.,


Book
Advanced reinforced concrete
Author:
Year: 1964 Publisher: New York, NY : McGraw-Hill Book Company,

Loading...
Export citation

Choose an application

Bookmark

Abstract


Dissertation
Development of simplified formulas to determine wave induced loads on inland vessels operated in stretches of water within the range of navigation IN(0.6 ≤ x ≤ 2)
Authors: --- --- ---
Year: 2017 Publisher: Liège Université de Liège (ULiège)

Loading...
Export citation

Choose an application

Bookmark

Abstract

It is of major importance for design purposes that long-term effects coming from the sea are accurately predicted by classification societies, which must not be exceeded during the lifetime operation of a given vessel. It is encountered that Inland-Navigation Bureau Veritas rules (NR247) do not assess the seakeeping behaviour and do not predict sea loads adequately. To deal with this, a development of empirical-formulas was carried to account for inland-vessel responses when operated in stretches of water within the range of navigation of 0.6 m ≤ Hs ≤ 2 m, based on linear potential-flow theory, boundary element method and the 3D linear panel method theory. A frequency-domain linear analysis for an impossed constant speed of 10 knots is taken into account. Using the Belgian Coastal Scatter Diagram, it was found the hydrodynamic long-term response for a return period of 17 years, composed of motions, accelerations, relative elevation, shear forces and bending moments; encountered in a set of 46 inland vessels. Then, by mean of a regression process, a set of empirical equations was proposed accounting for these effects. They were validated against an additional set of 13 direct-calculation results, showing good agreement. Finally, to take into account discrepancies originated from lineartheory assumptions, proposed empirical models are corrected by taking into account nonlinear hydrodynamic effects.

Listing 1 - 10 of 10
Sort by