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ON THE EXISTENCE OF A CRITICAL CHARGE FOR SUPERHEAVY NUCLEIBAWIN M; LAVINE JP.1973; NUOVO CIMENTO, A; ITAL.; DA. 1973; VOL. 15; NO 1; PP. 38-44; ABS. ITAL. RUSSE; BIBL. 15 REF.Serial Issue

L'EVOLUZIONE DEL CONCETTO DI CARICO CRITICO. = L'EVOLUTION DU CONCEPT DE CHARGE CRITIQUEMAZZOLANI FM.1977; COSTR. METAL.; ITAL.; DA. 1977; VOL. 29; NO 4; PP. 204-210Article

ETAT CRITIQUE D'UNE POUTRE ET D'UNE PLAQUE DANS UN MILIEU STATISTIQUEMENT NON HOMOGENEYUSUPOV AK.1975; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1975; NO 1; PP. 30-32; BIBL. 6 REF.Article

ELASTIC MINIMUM-WEIGHT DESIGN FOR SPECIFIED CRITICAL LOAD.PLAUT RH.1973; S.I.A.M. J. APPL. MATH.; U.S.A.; DA. 1973; VOL. 25; NO 3; PP. 361-371; BIBL. 1 P. 1/2Article

CRITERE ELASTOPLASTIQUE DES CHARGES CRITIQUES SUR DES SOLS MULTICOUCHESSUKLJE L.1972; ACTA GEOTECH.; YOUGOSL.; DA. 1972; NO 37-40; PP. (9 P.); ABS. ANGL.; BIBL. 12 REF.; 7 ILL.Serial Issue

CRITICAL LOADS OF BUILDING FRAMES. = CHARGES CRITIQUES DES OSSATURES DE BATIMENTVAN LANGENDONCK T.1975; ASS. INTERNATION. PONTS CHARP., MEM.; SUISSE; DA. 1975; VOL. 35; NO 1; PP. 149-158; ABS. FR. ALLEM.; BIBL. 6 REF.Article

CONTRIBUTO ALLO STUDIO DELLE RISERVE DI RESISTENZA DI LASTRE SOTTILI IN CAMPO IPERCRITICO. I. LASTRA SOTTILE INIZIALMENTE PIANA. = CONTRIBUTION A L'ETUDE DES RESERVES DE RESISTANCE DES TOLES MINCES DANS LE DOMAINE HYPERCRITIQUE. I. TOLE MINCE INITIALEMENT PLANETRISCIUOGLIO ZORGNO AM.1975; COSTR. METAL.; ITAL.; DA. 1975; VOL. 27; NO 3; PP. 123-135; ABS. ANGL.; BIBL. 12 REF.Article

BUCKLING OF CONTINUOUSLY SUPPORTED HINGED BEAMS. = FLAMBAGE DE POUTRES ARTICULEES CONTINUMENT SUPPORTEESNARASIMHA MURTHY GK.1975; J. APPL. MECH.; U.S.A.; DA. 1975; VOL. 42; NO 2; PP. 491-492; BIBL. 6 REF.Article

DETERMINATION OF THE CRITICAL LOADS CONSIDERING THE ANTICIPED DURABILITY OF STRUCTURES = DETERMINATION DES CHARGES CRITIQUES EN CONSIDERANT LA DUREE PREVUE DES STRUCTURESMISTETH E.1973; ACTA TECH. ACAD. SCI. HUNGAR.; HONGR.; DA. 1973; VOL. 74; NO 1-2; PP. 21-38; ABS. ALLEM. RUSSE; BIBL. 2 REF.Serial Issue

EXACT CALCULATION OF BUCKLING LOADS OF ELASTIC BARS SUBJECTED TO TANGENTIAL FORCES. = CALCUL EXACT DES CHARGES DE FLAMBAGE DE BARRES ELASTIQUES SOUMISES A DES FORCES TANGENTIELLES SUIVEUSESHAUGER W; LEONHARD M.1976; MECH. RES. COMMUNIC.; G.B.; DA. 1976; VOL. 3; NO 1; PP. 39-43; BIBL. 4 REF.Article

POSTBUCKLING PATHS FOR ALUMINIUM ALLOYS COLUMNSMARMUREANU G.1975; INST. CONSTR. BUCURESTI, BUL. STI.; ROMAN.; DA. 1975; VOL. 18; PP. 33-46; ABS. ROUM. RUSSE; BIBL. 4REF.Article

STABILITE D'UNE ENVELOPPE CYLINDRIQUE DANS LE DOMAINE ELASTOPLASTIQUESNITKO NK.1975; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1975; VOL. 18; NO 5; PP. 45-49; BIBL. 4 REF.Article

CRITICAL LOADS OF BUILDINGS FRAMES = CHARGES CRITIQUES DES OSSATURES DE BATIMENTVAN LANGENDONCK T.1975; ASS. INTERNATION. PONTS CHARP., MEM.; SUISSE; DA. 1975; VOL. 35; NO 1; PP. 149-158; ABS. FR. ALLEM.; BIBL. 6 REF.Article

AN APPROXIMATE METHOD FOR CALCULATING THE ELASTIC CRITICAL LOADS OF MULTI-STOREY PLANE FRAMESHORNE MR.1975; STRUCT. ENGR; G.B.; DA. 1975; VOL. 53; NO 6; PP. 242-248; BIBL. 9 REF.Article

STABILITE D'UNE ENVELOPPE CYLINDRIQUE ORTHOTROPE DANS LE CAS D'UNE COMPRESSION AXIALE AVEC DES DEFORMATIONS NON AXISYMETRIQUESBABICH I YU; CHERNUSHENKO II; SHUL'GA NA et al.1974; PRIKL. MEKH., U.S.S.R.; S.S.S.R.; DA. 1974; VOL. 10; NO 8; PP. 102-107; BIBL. 11 REF.Article

SUR LA METHODE DE CALCUL DU BETATRONOKULOV BV.1974; IZVEST. TOMSK. POLITEKH. INST. S.M. KIROVA; S.S.S.R.; DA. 1974; VOL. 279; PP. 56-60; BIBL. 10 REF.Article

THEORIE II. ORDMUNG DER SYSTEME AUS EINGESPANNTEN UND PENDELSTUETZEN. = THEORIE DU 2EME ORDRE DES SYSTEMES COMPORTANT DES POTEAUX ENCASTRES ET A APPUI LIBREROSMAN R.1974; BAUINGENIEUR; DTSCH.; DA. 1974; VOL. 49; NO 9; PP. 347-350; BIBL. 2 REF.Article

LE FLAMBEMENT DES POTEAUX EN BETON ARMEFAESSEL P; MORISSET A; FOLIRE B et al.1973; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FR.; DA. 1973; NO 305; PP. 1-19; ABS. ALLEM. ANGL. ESPSerial Issue

STABILITE D'UNE BARRE COMPRIMEE LORS D'UNE ROTATION FORTUITE DE SON APPUIYUSUPOV AK.1976; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1976; NO 1; PP. 38-41; BIBL. 4 REF.Article

A SIMPLE UNDERSTANDING OF ELASTIC CRITICAL LOADS. = COMPREHENSION SIMPLE DES CHARGES CRITIQUES ELASTIQUESBOLTON A.1976; STRUCT. ENGR; G.B.; DA. 1976; VOL. 54; NO 6; PP. 213-218; BIBL. 5 REF.Article

ANALYSE DE LA STABILITE DES STRUCTURES RETICULEES SOUS L'ACTION DE FORCES CONSERVATIVESMISIAK I.1975; ROZPR. INZYN.; POLSKA; DA. 1975; VOL. 23; NO 1; PP. 55-65; ABS. RUSSE ANGL.; BIBL. 5 REF.Article

FLAMBAGE DES PLAQUES DE GRILLAGESLEWINSKI J.1975; ROZPR. INZYN.; POLSKA; DA. 1975; VOL. 23; NO 2; PP. 199-213; ABS. RUSSE ANGL.; BIBL. 6 REF.Article

BUCKLING OF RETICULATED SHELLS WITH RIGID JOINTS.TATSA E; TENE Y.1974; ACTA MECH.; AUTR.; DA. 1974; VOL. 19; NO 1-2; PP. 77-88; ABS. ALLEM.; BIBL. 7 REF.Article

REMARQUES SUR LES COEFFICIENTS DE TIMOSHENKOGALBE G; MEZIERE Y.1979; MECH. RES. COMMUNIC.; GBR; DA. 1979; VOL. 6; NO 1; PP. 37-43; BIBL. 7 REF.Article

DETERMINATION DES CHARGES CRITIQUES POUR LES COQUES CYLINDRIQUES EN PERTE D'EQUILIBRE DANS LA ZONE ELASTOPLASTIQUESHAPOVALOV AP.1976; PRIKL. MEKH., U.S.S.R.; S.S.S.R.; DA. 1976; VOL. 12; NO 3; PP. 55-60; BIBL. 8 REF.Article

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