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EQUILIBRIUM MODELS IN FINITE ELEMENT ELASTO-PLASTIC ANALYSISBECKERS P; NYSSEN C.1979; Z. ANGEW. MATH. MECH.; DDR; DA. 1979; VOL. 59; NO 5; PP. T168-T169; BIBL. 8 REF.Article

EXTREMUM THEOREMS FOR THE SOLUTION OF THE RATE PROBLEM IN ELASTIC-PLASTIC FRACTURING STRUCTURESCAPURSO M.1979; J. STRUCT. MECH.; USA; DA. 1979; VOL. 7; NO 4; PP. 411-434; BIBL. 18 REF.Article

ON UNIQUENCES IN THE ELASTOPLASTIC ANALYSIS OF FRAMES.SMITH DL; MUNRO J.1978; J. STRUCT. MECH.; U.S.A.; DA. 1978; VOL. 6; NO 1; PP. 85-106; BIBL. 14 REF.Article

COLLAPSE ANALYSIS OF ELASTIC-PLASTIC TRUSSES WITH UNSTABLE BARS.CORRADI L; DE DONATO O.1977; MECH. RES. COMMUNIC.; G.B.; DA. 1977; VOL. 4; NO 6; PP. 417-422; BIBL. 6 REF.Article

ON A STABILITY CONDITION FOR ELASTIC PLASTIC STRUCTURES.CORRADI L.1977; MECCANICA; ITAL.; DA. 1977; VOL. 12; NO 1; PP. 24-37; ABS. ITAL.; BIBL. 24 REF.Article

ON THE FORMULATION OF THE YIELD CONDITION UNDER UNCERTAINTY. = FORMULATION DE LA CONDITION D'ECOULEMENT AVEC INCERTITUDEBARATTA A.1976; MECH. RES. COMMUNIC.; G.B.; DA. 1976; VOL. 3; NO 3; PP. 233-236; BIBL. 6 REF.Article

ELASTIC-PLASTIC CREEP RESPONSE OF STRUCTURES UNDER COMPOSITE TIME HISTORY OF LOADINGS. = REPONSE ELASTOPLASTIQUE EN FLUAGE DES STRUCTURES AVEC UNE HISTOIRE COMPOSITE DU TEMPS DE CHARGEMENTZUDANS Z.1975; NUCL. ENGNG DESIGN; NETHERL.; DA. 1975; VOL. 35; NO 2; PP. 213-245; BIBL. 13 REF.Article

EXTENDED DISPLACEMENT BOUND THEOREMS FOR CONTINUA SUBJECTED TO DYNAMIC LOADING. = THEOREMES LIMITE ETENDUS AUX DEPLACEMENTS POUR DES MILIEUX CONTINUS SOUMIS A UNE SOLLICITATION DYNAMIQUECAPURSO M.1975; J. MECH. PHYS. SOLIDS; G.B.; DA. 1975; VOL. 23; NO 2; PP. 113-122; BIBL. 11 REF.Article

VERSATILE ELASTIC-PLASTIC STRESS-STRAIN FORMULA. = FORMULES CONTRAINTE DEFORMATION ELASTOPLASTIQUE UNIVERSELLERICHARD RM; ABBOTT BJ.1975; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 4; PP. 511-515; BIBL. 5 REF.Article

METHODE DES APPROXIMATIONS SUCCESSIVES DANS LES CALCULS D'ELASTO-PLASTICITECHERNOV VI; IVANCHENKO ON; BARDZILOVSKIJ VP et al.1975; PRIKL. MEKH., U.S.S.R.; S.S.S.R.; DA. 1975; VOL. 11; NO 3; PP. 120-123; BIBL. 6 REF.Article

DISPLACEMENT BOUNDING PRINCIPLES IN THE DYNAMICS OF ELASTOPLASTIC CONTINUA. = PRINCIPES POUR LES LIMITES DE DEPLACEMENT DANS LA DYNAMIQUE DES MILIEUX CONTINUS ELASTOPLASTIQUESCAPURSO M.1974; J. STRUCT. MECH.; U.S.A.; DA. 1974; VOL. 3; NO 3; PP. 259-281; BIBL. 16 REF.Article

SAFETY ANALYSIS FOR RANDOM ELASTIC-PLASTIC FRAMES IN THE PRESENCE OF SECOND-ORDER GEOMETRICAL EFFECTSCASCIATI F; FARAVELLI L.1980; APPL. MATH. MODELLG; GBR; DA. 1980; VOL. 4; NO 1; PP. 16-22; BIBL. 11 REF.Article

ELASTIC AND ELASTOPLASTIC STRUCTURES WITH UNILATERAL CONSTRAINTS.CAIS S.1978; ACTA TECH. C.S.A.V.; CSK; DA. 1978; VOL. 23; NO 4; PP. 498-516; BIBL. 8 REF.Article

DETERMINATION DU DEPLACEMENT DE SYSTEMES DE BARRES ELASTO-PLASTIQUESPANKOVA MG.1975; IZVEST. VYSSH. UCHEBN. ZAVED., MASH.-STR.; S.S.S.R.; DA. 1975; VOL. 12; PP. 20-25; BIBL. 3 REF.Article

AN ELASTIC-PLASTIC ANALYSIS OF GRID STRUCTURES. = ANALYSE ELASTOPLASTIQUE DES STRUCTURES RETICULEESDINNO KS; SAFFARINI AR.1975; IN: INT. CONF. SPACE STRUCT. 2. PROC.; GUILFORD; 1975; GUILFORD; UNIV. SURREY; DA. 1975; PP. 589-597; BIBL. 11 REF.Conference Paper

ASSESSMENT OF DEFLECTION OF ELASTIC-PLASTIC STRUCTURES BY STEP-WISE RIGIDITY METHOD. = EVALUATION DE LA DEFLEXION DES STRUCTURES ELASTOPLASTIQUES PAR LA METHODE DE RIGIDITE PAR MORCEAUBANOYSZEWSKI W; SAWCZUK A.1975; STAVEB. CAS.; CESKOSL.; DA. 1975; VOL. 23; NO 9; PP. 627-637; ABS. SLOVAQUE RUSSE; BIBL. 9 REF.Article

CONTRIBUTION TO THE INCREMENTAL SOLUTION OF ELASTOPLASTIC STRUCTURES GEOMETRICALLY NONLINEAR.LA TEGOLA A.1974; MECH. RES. COMMUNIC.; G.B.; DA. 1974; VOL. 1; NO 4; PP. 191-196; BIBL. 4 REF.Article

SUR L'ANALYSE DE CERTAINS RESULTATS DES ETUDES EXPERIMENTALES DE LA DISSIPATION DE L'ENERGIE LORS DES VIBRATIONSPAL'MOV VA.1974; PROBL. PROCHN.; U.S.S.R.; DA. 1974; NO 10; PP. 61-66; BIBL. 13 REF.Article

A COMPARATIVE STUDY OF BOUNDING TECHNIQUES IN DYNAMIC SHAKEDOWN OF ELASTO-PLASTIC STRUCTURES.CORRADI L; NOVA R.1974; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1974; VOL. 3; NO 2; PP. 139-155; BIBL. 19 REF.Article

ANALYSIS OF ELASTIC PLASTIC COMPOSITE ROTORS.BRATT JF; VANGEN G.1974; J. MECH. ENGNG SCI.; G.B.; DA. 1974; VOL. 16; NO 4; PP. 240-242; BIBL. 6 REF.Article

INTERACTION DES ELEMENTS ELASTOPLASTIQUES MINCES D'UNE CONSTRUCTION AVEC LES ONDES DE CHOC DANS DES MILIEUX COMPRESSIBLES PARFAITSBAZHENOV VG; KOCHETKOV AV; MIKHAJLOV GS et al.1979; IZVEST. AKAD. NAUK S.S.S.R., MEKH. TVERD. TELA; SUN; DA. 1979; NO 2; PP. 141-149; BIBL. 13 REF.Article

SUR LA PRISE EN COMPTE DU TRAVAIL COLLECTIF DES ELEMENTS ELASTOPLASTIQUES DANS LES CONSTRUCTIONSGVOZDEV AA; MADATYAN SA; SEGALOV AE et al.1978; STROITEL. MEKH. RASCHET SOORUZH.; SUN; DA. 1978; NO 5; PP. 1-4; BIBL. 5 REF.Article

A PROBABILISTIC APPROACH TO THE DEFORMATION ANALYSIS OF ELASTIC-PLASTIC FRAMES.CASCIATI F.1978; J. STRUCT. MECH.; U.S.A.; DA. 1978; VOL. 6; NO 1; PP. 45-50; BIBL. 16 REF.Article

AN IMPROVED UPPER BOUND TO MAXIMUM DEFLECTIONS OF ELASTIC-PLASTIC STRUCTURES AT SKATEDOWNDOROSZ S.1978; J. STRUCT. MECH.; USA; DA. 1978; VOL. 6; NO 3; PP. 267-287; BIBL. 13 REF.Article

MINIMAL COST IN ELASTO-PLASTIC STRUCTURES.CINQUINI C; MERCIER B.1976; MECCANINA; ITAL.; DA. 1976; VOL. 11; NO 4; PP. 219-226; ABS. ITAL.; BIBL. 43 REF.Article

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