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RELIABILITY ANALYSIS AND OPTIMUM PROBABILITY-BASED DESIGN OF PLASTIC STRUCTURESFRANGOPOL D; NGUYEN DANG HUNG; RONDAL J et al.1978; BULL. ACAD. POLON. SCI., SCI. TECH.; POL; DA. 1978; VOL. 26; NO 7; PP. 59-66; ABS. RUS; BIBL. 14 REF.Article

STABLE AND UNSTABLE STATES OF RIGID-PLASTIC FRAMES AT THE YIELD-POINT LOAD. = ETATS STABLES ET INSTABLES DES CHARPENTES RIGIDOPLASTIQUES POUR UNE CHARGE A LA LIMITE ELASTIQUEDUSZEK MK; SAWCZUK A.1976; J. STRUCT. MECH.; U.S.A.; DA. 1976; VOL. 4; NO 1; PP. 33-47; BIBL. 8 REF.Article

OPTIMAL DESIGN OF STRUCTURES WITH VARIABLE SUPPORT CONDITIONS. = CONCEPTION OPTIMALE DE STRUCTURES AVEC DES CONDITIONS VARIABLES DE SUPPORTMROZ Z; ROZVANY GIN.1975; J. OPTIMIZ. THEORY APPL.; U.S.A.; DA. 1975; VOL. 15; NO 1; PP. 85-101; BIBL. 5 REF.Article

OVERCOMPLETE MECHANISMS OF PLASTIC COLLAPSE. = MECANISMES "SURCOMPLETS" D'AFFAISSEMENT PLASTIQUEHEYMAN J.1975; J. OPTIMIZ. THEORY APPL.; U.S.A.; DA. 1975; VOL. 15; NO 1; PP. 27-35; BIBL. 1 REF.Article

PLASTIC DESIGN ANALYSIS OF SHIPBOARD EQUIPMENT SUBJECTED TO SHOCK MOTIONS. = ANALYSE PLASTIQUE DE CONCEPTION D'UN EQUIPEMENT PLACE A BORD D'UN NAVIRE ET SOUMIS A DES MOUVEMENTS DE CHOCSBUTT LT.1975; SHOCK VIBR. BULL.; U.S.A.; DA. 1975; VOL. 45; NO 4; PP. 47-52; BIBL. 4 REF.Article

CONTROLE DES MURS FORMES DE POUTRES METALLIQUES LORSQU'IL N'APPARAIT PAS DE ROTULES PLASTIQUESLAMPSI BB.1975; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1975; VOL. 18; NO 5; PP. 11-13; BIBL. 7 REF.Article

DYNAMIC PLASTICITY.LEE LHN.1974; NUCL. ENGNG DESIGN; NETHERL.; DA. 1974; VOL. 27; NO 3; PP. 386-397; BIBL. 5 P. 1/2Article

A COMPACT LINEAR PROGRAMMING PROCEDURE FOR OPTIMAL DESIGN IN PLANE STRESS.ZAVELANI A.1973; J. STRUCT. MECH.; U.S.A.; DA. 1973; VOL. 2; NO 4; PP. 301-324; BIBL. 7 REF.Article

MINIMIZATION APPROACH TO LIMIT SOLUTIONS OF PLATESYANG WH.1981; COMPUT. METHODS APPL. MECH. ENG.; ISSN 0045-7825; NLD; DA. 1981; VOL. 28; NO 3; PP. 265-274; BIBL. 15 REF.Article

THE METHOD OF QUASIMODAL FROM SOLUTIONS FOR THE DYNAMIC RESPONSE OF RIGID-PLASTIC STRUCTURESLEPIK U.1979; MECH. RES. COMMUNIC.; GBR; DA. 1979; VOL. 6; NO 3; PP. 135-140; BIBL. 4 REF.Article

PLASTIC COLLAPSE OF GENERAL FRAMES.MCIVOR IK; WINEMAN AS; WANG HC et al.1977; INTERNATION. J. SOLIDS STRUCT.; G.B.; DA. 1977; VOL. 13; NO 3; PP. 197-210; BIBL. 12 REF.Article

APPLICATION DU THEOREME STATIQUE A UN RIGIDE PLASTIQUE SANS UTILISATION D'UN ISOSTATIQUE ASSOCIE.LORIN PA.1975; CONSTR. METALL.; FR.; DA. 1975; VOL. 12; NO 2; PP. 32-36; ABS. ANGL. ALLEMArticle

DETERMINATION DU COEFFICIENT DE SECURITE D'UNE STRUCTURE PAR LA METHODE CINEMATIQUE.COURBON J.1975; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FR.; DA. 1975; NO 327; PP. 109-126; ABS. ALLEM. ANGL. ESPArticle

SULLA VERIFICA DI SICUREZZA DELLE STRUTTURE IN FASE ULTRAELASTICA. = VERIFICATION DE LA SURETE DES STRUCTURES DANS LE DOMAINE SUPERELASTIQUEBELLI P.1975; G. GENIO CIV.; ITAL.; DA. 1975; VOL. 113; NO 7-9; PP. 239-251; ABS. FR. ANGL. ALLEM.; BIBL. 19 REF.Article

APPROXIMATION TECHNIQUES FOR IMPULSIVELY LOADED STRUCTURES OF RATE SENSITIVE PLASTIC BEHAVIOR.SYMONDS PS.1973; S.I.A.M. J. APPL. MATH.; U.S.A.; DA. 1973; VOL. 25; NO 3; PP. 462-473; BIBL. 24 REF.Article

PLASTIC ADAPTATION OF STRUCTURES UNDER STOCHASTIC EXCITATION.BARATTA A.1977; J. STRUCT. MECH.; U.S.A.; DA. 1977; VOL. 5; NO 4; PP. 421-450; BIBL. 1 P. 1/2Article

ADAPTATION OF RIGID-WORK-HARDENING DISCRETE STRUCTURES SUBJECTED TO LOAD AND TEMPERATURE CYCLES AND SECOND-ORDER GEOMETRIC EFFECTS. = ADAPTATION DES STRUCTURES DISCRETES RIGIDES ECROUISSABLES SOLLICITEES PAR DES CYCLES DE CHARGES ET DE TEMPERATURES ET EFFETS GEOMETRIQUES DU SECOND ORDREKOENIG JA; MAIER G.1976; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1976; VOL. 8; NO 1; PP. 37-50; BIBL. 10 REF.Article

THE REINFORCING EFFECT OF BIREFRINGENT COATINGS WHEN APPLIED TO PLASTICALLY DEFORMED STRUCTURES. = EFFET DE RENFORCEMENT DE REVETEMENTS BIREFRINGENTS QUAND ILS SONT APPLIQUES A DES STRUCTURES DEFORMEES PLASTIQUEMENTADAMS C; BEESE JG.1975; J. PHYS. D; G.B.; DA. 1975; VOL. 8; NO 9; PP. 1084-1091; H.T. 1; BIBL. 8 REF.Article

WORKHARDENING ADAPTATION OF RIGID-PLASTIC STRUCTURES. = ADAPTATION PAR ECROUISSAGE DES STRUCTURES RIGIDOPLASTIQUESPOLIZZOTTO C.1975; MECCANICA; ITAL.; DA. 1975; VOL. 10; NO 4; PP. 280-288; ABS. ITAL.; BIBL. 14 REF.Article

PROBLEMES DE PLASTICITE.SALENCON J.1975; IN: 2EME CONGR. FR. MEC. CONF. GEN. RESUMES COMMUN.; TOULOUSE; 1975; S.L.; ASSOC. UNIV. MEC.; DA. 1975; PP. 1-36; BIBL. 3 P.Conference Paper

CALCUL DE LA CAPACITE DE CHARGE DE STRUCTURE PAR LA PROGRAMMATION LINEAIREKUFNER V.1975; STAVEB. CAS.; CESKOSL.; DA. 1975; VOL. 23; NO 12; PP. 909-923; ABS. RUSSE ANGL.; BIBL. 5 REF.Article

ANALYTICAL TREATMENT OF SOME EXTENDED PROBLEMS IN STRUCTURAL OPTIMIZATION. I. = TRAITEMENT ANALYTIQUE POUR QUELQUES PROBLEMES ETENDUS EN OPTIMISATION DES STRUCTURES. IROZVANY GIN.1974; J. STRUCT. MECH.; U.S.A.; DA. 1974; VOL. 3; NO 4; PP. 359-385; BIBL. 17 REF.Article

ANALYTICAL TREATMENT OF SOME EXTENDED PROBLEMS IN STRUCTURAL OPTIMIZATION. II. = TRAITEMENT ANALYTIQUE DE QUELQUES PROBLEMES ETENDUS EN OPTIMISATION DES STRUCTURES. IIROZVANY GIN.1974; J. STRUCT. MECH.; U.S.A.; DA. 1974; VOL. 3; NO 4; PP. 387-402; BIBL. 6 REF.Article

APPLICATION OF A SPECIAL YIELD STRESS STRAIN RATE LAW TO STRUCTURAL IMPULSE PROBLEMS. = APPLICATION D'UNE LOI SPECIALE VITESSE LIMITE DE CONTRAINTE ET DEFORMATION AUX PROBLEMES D'IMPULSIONS DES STRUCTURESGRANT DA.1974; J. STRUCT. MECH.; U.S.A.; DA. 1974; VOL. 3; NO 4; PP. 423-438; BIBL. 9 REF.Article

BOUNDS ON PLASTIC STRAINS AND DISPLACEMENTS IN DYNAMIC SHAKEDOWN OF WORK-HARDENING STRUCTURES.MAIER G; VITIELLO E.1974; J. APPL. MECH.; U.S.A.; DA. 1974; VOL. 41; NO 2; PP. 434-440; BIBL. 20 REF.Article

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