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Results 1 to 25 of 1055

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EINE MATHEMATISCH STRENGE SCHALENTHEORIE, HERGELEITET AUS DEM PRINZIP DER VIRTUELLEN VERRUECKUNGEN. = UNE THEORIE MATHEMATIQUE EXACTE DES COQUES, ETABLIE A PARTIR DU PRINCIPE DES DEPLACEMENTS VIRTUELSSCHMIEDER L.1974; Z. ANGEW. MATH. MECH.; DTSCH.; DA. 1974; VOL. 54; NO 4; PP. 99-100; BIBL. 4 REF.; (WISS. JAHRESTAG. GES. ANGEW. MATH. MECH. VORTR.; MUENCHEN; 1973)Conference Paper

ON THE CHU-HANS-PENFIELD PRINCIPLE OF VIRTUAL POWERCAVALLERI G.1973; LETTERE NUOVO CIMENTO; ITAL.; DA. 1973; VOL. 6; NO 8; PP. 305-306; BIBL. 7 REF.Serial Issue

NOTE ON THE EQUATIONS OF FINITE-STRAIN FORCE AND MOMENT STRESS ELASTICITY. = NOTE SUR LES EQUATIONS D'ELASTICITE EN DEFORMATION FINIE EST CONTRAINTE DE MOMENTREISSNER E.1975; STUD. APPL. MATH.; U.S.A.; DA. 1975; VOL. 54; NO 1; PP. 1-8; BIBL. 2 REF.Article

STABILITY ANALYSIS OF INTERCONNECTED DEFORMABLE BODIES WITH CLOSED-LOOP CONFIGURATION. = ANALYSE DE STABILITE DE CORPS DEFORMABLES INTER-CONNECTES AVEC CONFIGURATION A BOUCLE FERMEEBOLAND P; SAMIN JC; WILLEMS PY et al.1975; A.I.A.A.J., NEW YORK; U.S.A.; DA. 1975; VOL. 13; NO 7; PP. 864-867; BIBL. 6 REF.Article

DEDUZIONE UNITARIA DEI TEOREMI SUL LAVORO DI DEFORMAZIONE. = DEDUCTION UNITAIRE DES THEOREMES SUR LE TRAVAIL DE DEFORMATIONZANABONI O.1972; ATTI IST. SCI. COSTR. UNIV. PISA; ITAL.; DA. 1972; VOL. 13; PP. 3-16; BIBL. 5 REF.Article

THEORY OF BUCKLING AND POST-BUCKLING BEHAVIOR OF ELASTIC STRUCTURES.BUDIANSKY B.1974; ADV. APPL. MECH.; U.S.A.; DA. 1974; VOL. 14; PP. 1-65; BIBL. 2 P.Article

A DISCUSSION OF CRACK-FORKING IN ANTI-PLANE STRAIN DEFORMATION. = UNE DISCUSSION DE LA BIFURCATION DE FISSURE EN DEFORMATION ANTIPLANAIREWILLIS JR.1975; INTERNATION. J. FRACTURE; NETHERL.; DA. 1975; VOL. 11; NO 3; PP. 489-493; ABS. FR.; BIBL. 5 REF.Article

A CRACK ALONG THE INTERFACE OF A CIRCULAR INCLUSION EMBEDDED IN AN INFINITE SOLID.TOYA M.1974; J. MECH. PHYS. SOLIDS; G.B.; DA. 1974; VOL. 22; NO 5; PP. 325-348; BIBL. 16 REF.Article

A SIMPLIFIED THEORY OF THIN CYLINDRICAL SHELLS.YUNG SHIH WANG; LEE CY; BILLINGTON DP et al.1974; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 4; PP. 719-736; BIBL. 18 REF.Article

THE PRINCIPLE OF VIRTUAL WORK AND THE CONSTITUTIVE EQUATIONS IN GENERALIZED THEORIES OF ELASTICITY.PLAVSIC M; JARIC J.1974; ROZPR. INZYN.; POLSKA; DA. 1974; VOL. 22; NO 2; PP. 181-211; ABS. POL. RUSSE; BIBL. 14 REF.Article

LE PRINCIPE DU TRAVAIL VIRTUEL ET LES INTEGRALES DE POIDS DE RICENAZAROV SA.1980; MEH. TVERD. TELA; ISSN 0572-3299; SUN; DA. 1980; NO 1; PP. 72-76; BIBL. 7 REF.Article

AN APPLICATION OF THEOREM OF PIOLA TO THE THEORY OF MIXTURES. = APPLICATION DU THEOREME DE PIOLA A LA THEORIE DES MELANGESARON M.1975; ACTA MECH.; AUTR.; DA. 1975; VOL. 23; NO 3-4; PP. 285-289; BIBL. 11 REF.Article

A MICROMECHANICAL DESCRIPTION OF GRANULAR MATERIAL BEHAVIORCHRISTOFFERSEN J; MEHRABADI MM; NEMAT NASSER S et al.1981; J. APPL. MECH.; ISSN 0021-8936; USA; DA. 1981; VOL. 48; NO 2; PP. 339-344; BIBL. 37 REF.Article

STABILITY ANALYSIS OF INTERCONNECTED DEFORMABLE BODIES IN A TOPOLOGICAL TREE.BOLAND P; SAMIN JC; WILLEMS PY et al.1974; A.I.A.A. J., NEW YORK; U.S.A.; DA. 1974; VOL. 12; NO 8; PP. 1025-1030; BIBL. 11 REF.Article

BOUNDARY SOLUTIONS FOR THE LINEAR THEORY OF STRUCTURES AND THE GENERALIZATION OF THE WORK THEOREMPORTELA A.1983; REVUE ROUMAINE DES SCIENCES TECHNIQUES. SERIE DE MECANIQUE APPLIQUEE; ISSN 0035-4074; ROM; DA. 1983; VOL. 28; NO 1; PP. 55-62; BIBL. 3 REF.Article

KINEMATIC, STATIC AND DYNAMIC INVESTIGATIONS OF A PLANE SINGLE-LOOP KINEMATIC CHAIN WITH PRISMATIC JOINTSYANKOV YI.1982; MECHANISM AND MACHINE THEORY; ISSN 0094-114X; USA; DA. 1982; VOL. 17; NO 5; PP. 313-319; BIBL. 6 REF.Article

EINHEITLICHE THEORIE DER VARIATIONSPRINZIPIEN IN DER NICHTLINEAREN ELASTIZITAET = THEORIE UNIFIEE DES PRINCIPES VARIATIONNELS EN ELASTICITE NON LINEAIREGUO ZHONG HENG.1980; Z. ANGEW. MATH. MECH.; ISSN 0044-2267; DDR; DA. 1980; VOL. 60; NO 6; PP. T160-T163; BIBL. 4 REF.Article

DETERMINAZIONE DELLA RELAZIONE ANALITICA FRA CARICO E DEFLESSIONE DI UNA COLONNA VISCOELASTICA MEDIANTE L'APPLICAZIONE DEL PRINCIPIO DEI LAVORI VIRTUALI. = DETERMINATION DE LA RELATION ANALYTIQUE POUR LA DEFLEXION D'UNE COLONNE VISCOELASTIQUE PAR L'APPLICATION DU PRINCIPE DU TRAVAIL VIRTUELBALLATORE E.1977; ATTI ACCAD. SCI. TORINO, CL. SCI. FIS., MAT. NAT.; ITAL.; DA. 1977; VOL. 111; NO 5-6; PP. 511-522; ABS. ANGL.; BIBL. 3 REF.Article

PLASTIC DESIGN OF UNIFORMLY LOADED RECTANGULAR DIAGONAL GRIDS ON SIMPLE SUPPORTS. = CONCEPTION PLASTIQUE DES GRILLAGES DIAGONAUX RECTANGULAIRES CHARGES UNIFORMEMENT SUR DES APPUIS SIMPLESGRIGORIAN M; KASHANI KA.1976; BUILDG. AND ENVIRONMENT; G.B.; DA. 1976; VOL. 11; NO 2; PP. 131-138; BIBL. 21 REF.Article

PORTIQUES ISOSTATIQUES. DETERMINATION DES CONTRAINTES EN TENANT COMPTE DES DEFORMATIONS.WEBER G.1976; ACIER STAHL STEEL; FR.; DA. 1976; VOL. 41; NO 5; PP. 189-192; BIBL. 3 REF.Article

PRINCIPE DES TRAVAUX VIRTUELS EN THEORIE DES PLAQUES.SOUCHET R.1976; C.R. ACAD. SCI., A; FR.; DA. 1976; VOL. 283; NO 8; PP. 679-681; ABS. ANGL.; BIBL. 3 REF.Article

DYNAMIC ANALYSIS OF AN ELASTIC PLATE ON A THIN, ELASTIC FOUNDATION.DOWELL EH.1974; J. SOUND VIBRAT.; G.B.; DA. 1974; VOL. 35; NO 3; PP. 343-360; BIBL. 10 REF.Article

ON THE GEOMETRICAL STIFFNESS OF A BEAM IN SPACE - A CONSISTENT V. W. APPROACHARGYRIS JH; HILPERT O; MALEJANNAKIS GA et al.1979; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1979; VOL. 20; NO 1; PP. 105-131; BIBL. 11 REF.Article

DEFLECTION OF STATICALLY INDETERMINATE STRUCTURESMELCHERS RE.1982; INT. J. MECH. SCI.; ISSN 0020-7403; GBR; DA. 1982; VOL. 24; NO 6; PP. 341-347; BIBL. 6 REF.Article

THE PRINCIPLE OF VIRTUAL WORK IN RELATION TO MUELLER-BRESLAU'S PRINCIPLECHARLTON TM.1980; INT. J. MECH. SCI.; ISSN 0020-7403; GBR; DA. 1980; VOL. 22; NO 8; PP. 523-525; BIBL. 4 REF.Article

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