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kw.\*:("Articulation plastique")

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Results 1 to 25 of 492

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Destabilization effects of a stiffening support in nonconservative elastomechanicsGURAN, A; PLAUT, R. H.Zeitschrift für angewandte Mathematik und Mechanik. 1993, Vol 73, Num 10, pp 282-283, issn 0044-2267Article

Moving hinge in large-displacement problemsLU, F; SHERBOURNE, A. N.Journal of engineering mechanics. 1992, Vol 118, Num 9, pp 1840-1849, issn 0733-9399Article

Plastic hinge formation in elbows and curved tubingLANG, H. A.International journal of pressure vessels and piping. 1984, Vol 16, Num 3, pp 165-171, issn 0308-0161Article

Abschätzung maximaler Randdehnungen bei Anwendung des Traglastverfahrens im Stahlbau = Estimation de la contrainte maximale dans les ouvrages métalliques conçus suivant la théorie plastique = Estimation of the maximum strain of steel structures designed by plastic theoryVOGEL, U.Bauingenieur. 1991, Vol 66, Num 6, pp 287-293, issn 0005-6650, 7 p.Article

A simple method for first dynamic mode of plastic deformation for suddenly loaded beamsLU, G; WANG, B.International journal of impact engineering. 1995, Vol 16, Num 5-6, pp 833-840, issn 0734-743XArticle

The optimum design of pin-jointed space structures with variable shape = Conception optimale de structures tridimensionnelles articulées de forme variableMAJID, K. I; TANG, X.1984, Vol 62B, Num 2, pp 31-37Article

FLYTLEDERS ROTATIONSKAPACITET = CAPACITE DE ROTATION DES ARTICULATIONS PLASTIQUESPLEM E.1973; NORD. BETONG; SVERIGE; DA. 1973; NO 1; PP. 43-51; BIBL. 20 REF.Serial Issue

Synergetic principles of physical mesomechanicsPANIN, V. E.Theoretical and applied fracture mechanics. 2001, Vol 37, Num 1-3, pp 261-298, issn 0167-8442Article

Yield mechanisms of a bent cantilever beam subjected to a suddenly applied constant out-of-plane tip forceREID, S. R; WANG, B; YU, T. X et al.International journal of impact engineering. 1995, Vol 16, Num 1, pp 49-73, issn 0734-743XArticle

A theoretical analysis of the plastic-moment capacity of an inclined yield line under axial forceXIAO-LING ZHAO; HANCOCK, G. J.Thin-walled structures. 1993, Vol 15, Num 3, pp 185-207, issn 0263-8231Article

A simplified approach to buckling of plain C channels under pure bendingFOK, W. C; LU, G; SEAH, L. K et al.Proceedings of the Institution of Mechanical Engineers. Part C. Mechanical engineering science. 1993, Vol 207, Num 4, pp 255-262, issn 0263-7154Article

The shear capacity of prestressed concrete beams in regions of plastic hingess = Capacité de cisaillement de poutres en béton précontraint dans des zones d'articulation plastiquePETTERSSON, T.Nordic concrete research. 1986, Num 5, pp 129-140, issn 0800-6377Article

Die Traglast gedrungener Stahlbetonrahmen nach Versuchen = Capacité portante des cadres en béton armé dimensionnés d'après les résultats des essais = Strength of stockily dimensioned reinforced concrete frames as determined from LestHERZOG, M.Beton- und Stahlbetonbau. 1984, Vol 79, Num 5, pp 132-133, issn 0005-9900Article

Explanatio for the numerous upper floor collapses during the 1985 Mexico City earthquakeVILLAVERDE, R.Earthquake engineering & structural dynamics. 1991, Vol 20, Num 3, pp 223-241, issn 0098-8847Article

Initial yielding in elbows and curved tubingLANG, H. A.International journal of pressure vessels and piping. 1985, Vol 21, Num 3, pp 235-241, issn 0308-0161Article

Tragfachigkeit von Bogenstaumauern = Strength of arch dams = Résistance de barrages-arcHERZOG, M.Bautechnik (Berlin, 1984). 2001, Vol 78, Num 12, pp 866-871, issn 0932-8351Article

Zur Berechnung durchlaufender Verbunddecken = Calculation of continuous composite slabs = Calcul de dalles composites continuesBODE, H; SAUERBORN, I.Der Stahlbau. 1997, Vol 66, Num 7, pp 416-426, issn 0038-9145Article

A simplified method for ultimate load prediction of all-steel sandwich panelsTAN, K. H; LOK, T. S; CHIEW, S. P et al.Thin-walled structures. 1993, Vol 17, Num 1, pp 27-44, issn 0263-8231Article

Research note on evaluation of the plastic deformation of beams under transverse impactANGEL, Y. C; WHITNEY, J. P; ATTIBELE, P. R et al.International journal of plasticity. 1993, Vol 9, Num 8, pp 921-930, issn 0749-6419Article

Anschauliche Näherungsberechnung der Traglast schlanker Stahlrahmen unter überwiegenden Vertikallasten nach der Fliessgelenktheorie zweiter Ordnung = Calcul approché pratique de la capacité de charge d'un cadre métallique élancé subissant des charges surtout verticales à partir de la théorie des articulations plastiques du deuxième ordreHERZOG, M. A. M.ÖIAZ. 1985, Vol 130, Num 4, pp 136-141, issn 0721-9415Article

Plastic design of infilled frames = Calcul plastique d'ossatures pleinesLIAUW, T. C; KWAN, K. H.1984, Vol 77, pp 367-377Article

Gleichmässig belastete, zweiseitige gestützte Flachbleche in der Zuständen zwischen Membran und Platte = Calcul de tôles minces, uniformément chargées, appuyées sur deux côtés, dans le domaine intermédiaire entre membrane et plaqueSIEDENBURG, R.Bauingenieur. 1983, Vol 58, Num 7, pp 251-259, issn 0005-6650Article

Dynamic large deformation response of rigid plastic arches under impactDE-MIN WEI; GUI-TONG YANG.Acta mechanica solida sinica. 1993, Vol 6, Num 3, pp 275-290, issn 0894-9166Article

elasto-plastic buckling of compression members as a coupled instabilityGIONCU, V.Thin-walled structures. 1994, Vol 19, Num 2-4, pp 221-235, issn 0263-8231Article

Dynamic response of a grillage under mass impactWEI QIN SHEN; JONES, N.International journal of impact engineering. 1993, Vol 13, Num 4, pp 555-565, issn 0734-743XArticle

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