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Results 1 to 25 of 517

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EFFECT OF STRAIN HARDENING ON THE LARGE PLASTIC DEFORMATION OF A CANTILEVERREID SR; REDDY TY.1978; J. APPL. MECH.; USA; DA. 1978; VOL. 45; NO 4; PP. 953-955; BIBL. 8 REF.Article

THE PLASTIC NODE METHOD: A NEW METHOD OF PLASTIC ANALYSISUEDA Y; YAO T.1982; COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING; ISSN 0045-7825; NLD; DA. 1982; VOL. 34; NO 1-3; PP. 1089-1104; BIBL. 11 REF.Conference Paper

GENERALISATION DE LA METHODE DE LA ROTULE PLASTIQUEUEDA Y; YAO T; FUJIKUBO M et al.1979; J. SOC. NAV. ARCHIT. JPN.; ISSN 0514-8499; JPN; DA. 1979; VOL. 146; PP. 307-313; ABS. ENG; BIBL. 9 REF.Article

DETERMINATION OF THE LAST PLASTIC HINGE OF THE STRUCTURES TAKING INTO CONSIDERATION THE EFFECT OF THE AXIAL FORCECHIROIU V; POPESCU H.1978; REV. ROUMAINE SCI. TECH. MEC. APPL.; ROM; DA. 1978; VOL. 23; NO 6; PP. 919-924; BIBL. 2 REF.Article

The gradual formation of hinges throughout reinforced concrete beamsOEHLERS, D. J; LIU, I. S. T; SERACINO, R et al.Mechanics based design of structures and machines. 2005, Vol 33, Num 3-4, pp 373-398, issn 1539-7734, 26 p.Article

PLASTIC DESIGN OF BRACED FRAMES ALLOWING PLASTIC HINGES IN THE COLUMNS = CALCUL PLASTIQUE DES CADRES RIGIDES DONNANT LIEU A DES ARTICULATIONS PLASTIQUES AUX POTEAUXVAN MANEN SE.1982; HERON; NLD; DA. 1982; VOL. 27; NO 2; PP. 3-35; BIBL. 8 REF.Article

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

Application de la méthode du nœud plastique aux problèmes thermiques élastiques-plastiques et dynamiquesUEDA, Y; NAKACHO, K; FUJIKUBO, M et al.Journal of the Society of Naval Architects of Japan. 1983, Num 153, pp 200-209, issn 0514-8499Article

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

ELASTOPLASTIC ANALYSIS OF COUPLED SHEAR WALLS.NAYAR KK; COULL A.1976; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 9; PP. 1845-1860; BIBL. 11 REF.Article

BERECHNUNGSMETHODEN DER EINFACHEN PLASTIZITAETSTHEORIE (TRAGLASTVERFAHREN THEORIE I-ORDNUNG) UNTER BERUECHSICHTIGUNG DER PRAHNTISCHEN ANWENDUNG = METHODES DE CALCUL DE LA THEORIE DE PLASTICITE SIMPLE (THEORIE DU 1ER ORDRE DU CALCUL PLASTIQUE) A PARTIR D'EXEMPLES PRATIQUESBAGHERNEJAG H.1978; STAHLBAU; DEU; DA. 1978; VOL. 47; NO 7; PP. 216-223; BIBL. 6 REF.Article

PLASTIC-INSTABILITY ANALYSIS OF SPACE FRAMES = ANALYSE D'INSTABILITE PLASTIQUE DES STRUCTURES SPATIALESKHALIFA MMK.1979; STRUCT. ENGR, B; GBR; DA. 1979; VOL. 57; NO 3; PP. 55-61; BIBL. 8 REF.Article

Seismic Performance Parameters for Reinforced Concrete-Block Shear Wall ConstructionSHEDID, Marwan T; EL-DAKHAKHNI, Wael W; DRYSDALE, Robert G et al.Journal of performance of constructed facilities. 2010, Vol 24, Num 1, pp 4-18, issn 0887-3828, 15 p.Article

INTERACTION PROBLEMS IN SOIL-STRUCTURE MECHANICS WITH MATERIAL NONLINEARITYRUNESSON K; TAGNFORS H; WIBERG NE et al.1980; COMPUT. STRUCT.; ISSN 0045-7949; USA; DA. 1980; VOL. 12; NO 4; PP. 581-592; BIBL. 16 REF.Article

Experimental investigation of inelastic bridge response under spatially varying excitations with poundingBO LI; CHOUW, Nawawi.Engineering structures. 2014, Vol 79, pp 106-116, issn 0141-0296, 11 p.Article

Further development of a model for rod ricochetSEGLETES, Steven B.International journal of impact engineering. 2007, Vol 34, Num 5, pp 899-925, issn 0734-743X, 27 p.Article

A model for rod ricochetSEGLETES, Steven B.International journal of impact engineering. 2006, Vol 32, Num 9, pp 1403-1439, issn 0734-743X, 37 p.Article

Inelastic finite element analysis of composite beams on the basis of the plastic hinge approachCHI KIN LU.Engineering structures. 2008, Vol 30, Num 10, pp 2912-2922, issn 0141-0296, 11 p.Article

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

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