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

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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

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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

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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

OPTIMAL PLASTIC DESIGN: ALLOWANCE FOR SELF-WEIGHT.ROZVANY GIN.1977; PROC. AMER. SOC. CIV. ENGNS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 6; PP. 1165-1170; BIBL. 8 REF.Article

UNSTABLE LIMIT ANALYSIS SOLUTION FOR MULTISTOREY FRAMES. = SOLUTION DE L'ANALYSE LIMITE D'INSTABILITE POUR LES STRUCTURES A PLUSIEURS ETAGESDUSZEK MK; SAWCZUK A.1975; STAVEB. CAS.; CESKOSL.; DA. 1975; VOL. 23; NO 9; PP. 638-649; ABS. SLOVAQUE RUSSE; BIBL. 7 REF.Article

EVALUATION OF THE RELIABILITY OF STRUCTURAL SYSTEMS WITH CRITICAL SETS HAVING JOINT ELEMENTS IN COMMONDZIUBDZIELA W; KOWAL Z.1978; ROZPR. INZYN.; POL; DA. 1978; VOL. 26; NO 3; PP. 553-559; BIBL. 11 REF.Article

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COLLAPSE OF POINT SUPPORTED SQUARE GRILLAGES.MARSH C.1977; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 9; PP. 1703-1712; BIBL. 6 REF.Article

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