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Shear-moment transfer = Transfert du moment de cisaillementRICE, P. F; HOFFMAN, E. S.Concrete international. 1987, Vol 9, Num 1, pp 31-35, issn 0162-4075Article

Die Halbkreisplatte mit linear varänderlicher Dicke = Plaque semi-circulaire d'épaisseur linéaire variable = Semicircular plate of linear variable thicknessCZERNY, F.Beton- und Stahlbetonbau. 1986, Vol 81, Num 8, pp 214-217, issn 0005-9900Article

Eine Bemerkung zur Momentenimpedanz bei Platten-schwingungen in der Substrukturtechnik = Observation sur l'impédance des moments pour la vibration des plaques dans la technique des sous-structures = Observation about moment impedance for plate vibration in substructure techniquesHAGEDORN, P.Zeitschrift für angewandte Mathematik und Physik. 1986, Vol 37, Num 3, pp 293-304, issn 0044-2275Article

Drift compensation of oscillatory signalsBROWN, J. C.IEEE transactions on instrumentation and measurement. 1986, Vol 35, Num 3, pp 328-333, issn 0018-9456Article

Residual shaft bending by helicopter rotorsKATZ, A.Journal of aircraft. 1997, Vol 34, Num 5, pp 688-690, issn 0021-8669Article

Grekrümmte drillweiche Tragsysteme. II: Der Klothoidenbogen = Systèmes des barres tordues et lisses. II: chlothoïde = Torsional smooth brader systems. II: clothoidMINK, K.Der Stahlbau. 1991, Vol 60, Num 11, pp 343-348, issn 0038-9145Article

Die Haelkreisringplatte = Dalle semi-circulaire = The semicircular ring slabMOLIN, G.Beton- und Stahlbetonbau. 1988, Vol 83, Num 3, pp 85-88, issn 0005-9900Article

Vorspannung des gekrümmten Trägers gegen Torsion = Précontrainte d'une poutre incurvée contre la torsion = Prestressing of a curved beam to counteract torsionVREDEN, W.Beton- und Stahlbetonbau. 1987, Vol 82, Num 4, pp 109-112, issn 0005-9900Article

Helicoidal staircases with intermediate landing = Cage d'escalier hélicoïdal avec palier intermédiaireSOLANKI, H. T.Structural engineering practice, analysis, design, management. 1986, Vol 3, Num 2, pp 133-140, issn 0730-8213Article

Gekrümmte drillweiche Tragsysteme I: Kreisförmig gekrümmte Träger = Systèmes de poutres lisses incurvées I: Influence de la courbure = Torsional smooth girder systems I: Influence of the curvatureMINK, K.Der Stahlbau. 1991, Vol 60, Num 6, pp 173-179, issn 0038-9145, 7 p.Article

Biegemomente aus Linien- und Streifenlasten in Rechteckplatten = Moments de flexion dus à des charges linéaires et en bandes dans des dalles rectangulaires = Bending moments by means of line loads and stripe loads in rectangular slabsKOPPENHÖFER, H.Beton- und Stahlbetonbau. 1990, Vol 85, Num 2, pp 34-38, issn 0005-9900Article

Stäbe unter Temperaturbelastung = Eléments en compression sous charge variant avec la température = Compression members under temperature loadHEES, G.Bautechnik (Berlin, 1984). 1986, Vol 63, Num 3, pp 257-262, issn 0932-8351Article

Lift Distributions for Minimum Induced Drag with Generalized Bending Moment ConstraintsPATE, David J; GERMAN, Brian J.Journal of aircraft. 2013, Vol 50, Num 3, pp 936-946, issn 0021-8669, 11 p.Article

Simple, approximate solution of forced vibrations problems of continuous systemsCORTINEZ, V. H; LAURA, P. A. A.Ocean engineering. 1994, Vol 21, Num 5, pp 499-503, issn 0029-8018Article

Contoured shaft and rotor dynamicsWHALLEY, R; ABDUL-AMEER, A.Mechanism and machine theory. 2009, Vol 44, Num 4, pp 772-783, issn 0094-114X, 12 p.Article

New developments of the MOMIS database applied to the performance of numerical modelling of underground excavationsMESTAT, P; RIOU, Y.International conference of TC 28 of the ISSMGE. 2006, pp 609-614, isbn 0-415-39124-5, 6 p.Conference Paper

Die Schiene als Tragbalken = The rail as supporting beam = Le rail comme poutre supportEISENMANN, Josef.Der Eisenbahningenieur (Hamburg). 2004, Vol 55, Num 5, pp 22-25, issn 0013-2810, 4 p.Article

Calculation of moments on tops slab in single-cell box girders = Calcul de moments d'une dalle supérieure de poutres caissons unicellulairesLUO, Q.Z; TANG, J; LI, Q.S et al.Journal of structural engineering (New York, NY). 2003, Vol 129, Num 1, pp 130-194, issn 0733-9445, 65 p.Article

Stahlbetontragwerke einfach steifigskeitorientiert berechnen = Simple, stiffness oriented analysis of reinforced concrete = Calcul simple des structures en béton armé, en fonction de la rigiditéNOAKOWSKI, P; SCHAEFER, H.G; BREDDERMANN, M et al.Beton- und Stahlbetonbau. 2002, Vol 97, Num 4, pp 191-201, issn 0005-9900Article

Moment redistribution in continuous profiled steel-concrete composite slabs = Redistribution des moments dans des dalles mixtes acier-béton continues et profiléesLEE, L.H; QUEK, S.T; ANG, K.K et al.Magazine of Concrete Research. 2001, Vol 53, Num 5, pp 301-310, issn 0024-9831Article

Parametric models for estimating wind turbine fatigue loads for design : Technical papersMANUEL, Lance; VEERS, Paul S; WINTERSTEIN, Steven R et al.Journal of solar energy engineering. 2001, Vol 123, Num 4, pp 346-355, issn 0199-6231Article

The Brazier effect and its influence in the design of beampipes for particle collidersKNASTER, J; TORTORA, G; VENESS, R et al.Vacuum. 2001, Vol 64, Num 2, pp 91-98, issn 0042-207XArticle

A lateral torsion buckling analysis of elastic beam under axial force and bending momentHSIAO, K. M; LIN, W. Y.International conference on civil & structural engineering computing. 2001, pp 71-72, isbn 0-948749-77-6Conference Paper

Laterally loaded piles in sand : slope effect on P-Y reaction curvesMEZAZIGH, S; LEVACHER, D.Canadian geotechnical journal. 1998, Vol 35, Num 3, pp 433-441, issn 0008-3674Article