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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

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

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

An effective approach to prediction of the collapse mode in automotive seat structureSUNG JONG KANG; CHUN, B. K.Thin-walled structures. 2000, Vol 37, Num 2, pp 113-125, issn 0263-8231Article

A tool for rigid multibody modelling of impacted structuresDRAZETIC, P; TASSIN, R; RAVALARD, Y et al.Engineering computations. 1995, Vol 12, Num 1, pp 21-34, issn 0264-4401Article

Collapse of square and rectangular tubes in transverse loadingGUPTA, N. K; KHULLAR, A.Archive of applied mechanics (1991). 1993, Vol 63, Num 7, pp 479-490, issn 0939-1533Article

Zum Nachweis ausreichender Rotationsfähigkeit von Fliessgelenken bei der Anwendung des Fliessgelenkverfahrens = Vérification de la capacité de rotation d'articulation plastiques en conception plastique = The verification of the rotation capacity of plastic hinges in plastic designSPANGEMACHER, R; SEDLACEK, G.Der Stahlbau. 1992, Vol 61, Num 11, pp 329-339, issn 0038-9145Article

THE EFFECT OF COMPOSITE ACTION ON THE ELASTO-PLASTIC ANALYSIS OF COMPLETE BUILDING STRUCTURESMAJID KI.1974; IN: FINITE ELEM. METHODS ENG. PROC. INT. CONF.; KENSINGTON, AUST.; 1974; KENSINGTON; UNISEARCH LTD; DA. 1974; PP. 379-401; BIBL. 10 REF.Conference Paper

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Modified tangent modulus approach, a contribution to plastic hinge analysis = Modification de la méthode d'analyse de l'articulation élastique - plastique du second ordreZIEMIAN, R.D; MCGUIRE, W.Journal of structural engineering (New York, NY). 2002, Vol 128, Num 10, pp 1301-1307, issn 0733-9445, 7 p.Article

Analytical and numerical solutions for frames with softening hingesJIRASEK, M.Journal of engineering mechanics. 1997, Vol 123, Num 1, pp 8-14, issn 0733-9399Article

Response of a bent cantilever to an impulsive load applied at its tip normal to its planeWANG, B.International journal of solids and structures. 1994, Vol 31, Num 10, pp 1377-1392, issn 0020-7683Article

Member and releases in framed structuresSTALLINGS, J. M.Computers & structures. 1993, Vol 46, Num 3, pp 443-449, issn 0045-7949Article