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BREVET 2.112.565 (B) (7027903). A 29 JUILLET 1970. PERFECTIONNEMENTS AUX CONTENEURSsdPatent

THE MODULUS OF RIGIDITY OF OVERSTRAINED TORSION BARS. = LE MODULE DE RIGIDITE DES BARRES SURDEFORMEES EN TORSIONSWIFT WAC.1975; STRAIN; G.B.; DA. 1975; VOL. 12; NO 1; PP. 7-12; BIBL. 6 REF.Article

ON THE BENDING OF AN ANNULAR PLATE OF VARIABLE RIGIDITY UNDER THE COMBINED ACTION OF UNIFORM COMPRESSION AND UNIFORM LOAD.GHOSH PK.1968; INDIAN J. THEOR. PHYS.; INDIAN; DA. 1968; VOL. 16; NO 1; PP. 39-45; BIBL. 8 REF.Article

PROGRAMME POUR LA TRANSFORMATION DES MATRICES DE RIGIDITEGOBESZ F; CATARIG A; OLARIU I et al.1972; BUL. STI. INST. POLITEH. CLUJ, CONSTR.; ROMAN.; DA. 1972; VOL. 15; PP. 29-31; ABS. ALLEM.; BIBL. 3 REF.Article

DERIVATIVES OF A STATICALLY REDUCED STIFFNESS MATRIX WITH RESPECT TO SIZING VARIABLES. = DERIVEES D'UNE MATRICE DE RIGIDITE REDUITE STATIQUEMENT AVEC RESPECT DE LA TAILLE DES VARIABLESO'CONNELL RF; HASSIG HJ; RADOVCICH NA et al.1976; J. AIRCR.; U.S.A.; DA. 1976; VOL. 13; NO 1; PP. 59-60; BIBL. 3 REF.Article

ZUR ERMITTLUNG DER MITTRAGEWIRKUNG VON MITTELDECKSTRAEGERN AN DER LAENGSFESTIGKEIT BEI DOPPELLUKENSCHIFFEN = DETERMINATION DE LA FORCE PORTANTE DE LA CARLINGUE DE L'ENTREPONT SUR LA RESISTANCE LONGITUDINALE DES NAVIRES A DEUX RANGEES D'ECOUTILLESSCHROTER T.1975; SEEWIRTSCHAFT; DTSCH.; DA. 1975; VOL. 7; NO 8; PP. 480-482; BIBL. 1REF.Article

THE COMPARATIVE SPECTRA OF COSMIC-RAY PROTONS AND HELIUM NUCLEI.WEBBER WR; LEZNIAK JA.1974; ASTROPHYS. SPACE SCI.; NETHERL.; DA. 1974; VOL. 30; NO 2; PP. 361-380; BIBL. 39 REF.Article

STIFFNESS COEFFICIENTS FOR LAYERED MEDIA.JOHNSON GR; EPSTEIN HI; CHRISTIANO P et al.1974; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 7; PP. 1537-1542; BIBL. 7 REF.Article

SUPPRESSION OF TORSIONAL VIBRATION WITH ZERO TORSIONAL STIFFNESS COUPLINGSVANCE JM; BROWN RA.1974; SHOCK VIBR. BULL.; U.S.A.; DA. 1974; NO 44 PART. 5; PP. 43-54; BIBL. 7 REF.Article

A CERTAIN TYPE OF ILL-CONDITIONED STIFFNESS MATRIXKI SHUN CHU.1973; A.I.A.A.J., NEW YORK; U.S.A.; DA. 1973; VOL. 11; NO 1; PP. 106-108; BIBL. 4 REF.Serial Issue

FALLACIES IN THE SIGNS OF DEATH = LES ERREURS DANS LES SIGNES DE LA MORTBURTON JF.1974; J. FORENS. SCI.; U.S.A.; DA. 1974; VOL. 19; NO 3; PP. 529-534; BIBL. 19REF.Article

STABILITY OF MODERATELY THICK RECTANGULAR PLATES USING A HIGH PRECISION TRIANGULAR FINITE ELEMENT. = STABILITE DES PLAQUES RECTANGULAIRES MODEREMENT EPAISSES EN UTILISANT UN ELEMENT FINI TRIANGULAIRE DE HAUTE PRECISIONVENKATESWARA RAO G; VENKATARAMANA J; KANAKA RAJU K et al.1975; COMPUTERS AND STRUCT.; G.B.; DA. 1975; VOL. 5; NO 4; PP. 257-259; BIBL. 10 REF.Article

MESSUNGEN VON KARTONSTEIFIGKEITEN UND ERGEBNISSE IM UEBERELASTISCHEN BEREICH MIT EINESN NEUENTWICKELTEN, EINFACHEN MESSGERAET = MESURES DE LA RIGIDITE DES CARTONS ET RESULTATS DANS LE DOMAINE HYPERELASTIQUE AVEC UN APPAREIL SIMPLE NOUVELLEMENT MIS AU POINTBARNSCHEIDT W; HORAND D.1978; PAPIER; DEU; DA. 1978; VOL. 32; NO 10A; PP. V77-V79; ABS. ENG/FRE; BIBL. 5 REF.Article

LINEAR STRUCTURAL ANALYSIS OF MULTISTORY BUILDINGSSHANKARAN NAIR R.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 3; PP. 551-565; BIBL. 13 REF.Article

FORMULATION OF TIME VARIANT STIFFNESS MATRICES DUE TO CHANGING JOINT PROPERTIESHUNT DA.1973; COMPUTERS AND STRUCT.; G.B.; DA. 1973; VOL. 3; NO 2; PP. 329-339; BIBL. 4 REF.Serial Issue

INFLUENCE OF POISSON'S RATIO ON THE CONDITION OF THE FINITE ELEMENT STIFFNESS MATRIXFRIED I.1973; INTERNATION. J. SOLIDS STRUCT.; G.B.; DA. 1973; VOL. 9; NO 3; PP. 323-329; ABS. RUSSE; BIBL. 8 REF.Serial Issue

THE SIZE REDUCTION OF GEOMETRICAL AND ELEMENT STIFFNESS MATRICES IN SOLVING THE SPACE STRUCTURESVULPE A.1973; BUL. INST. POLITEH. IASI, 5; ROMAN; DA. 1973; VOL. 18; NO 3-4; PP. 21-26; ABS. ROUM.; BIBL. 4 REF.Serial Issue

ON THE OPTIMAL STRUCTURAL DESIGN FOR A NON CONSERVATIVE, ELASTIC STABILITY PROBLEMPLAUT RH.1971; J. OPTIMIZ. THEORY APPL.; U.S.A.; DA. 1971; VOL. 7; NO 1; PP. 52-60; BIBL. 1 P. 1/2Serial Issue

UNE NOUVELLE METHODE DE CALCUL DU MODULE COMPLEXE DES MELANGES BITUMINEUX.UGE P; GEST G; GRAVDIS A et al.1978; CAH. GR. FR. RHEOL.; FR.; DA. 1978; VOL. 4; NO 6; PP. 259-280; ABS. ANGL.; BIBL. 31 REF.Article

STEIFIGKEITSMODUL DES BITUMENS = MODULE DE RIGIDITE DU BITUMEFENIJIN J; GUSFELDT KH.1974; BITUMEN TEERE ASPH. PECHE; DTSCH.; DA. 1974; VOL. 25; NO 6; PP. 239-241; ABS. ANGL. FR. ESP.; BIBL. 5 REF.Article

STIFFNESS MATRIX FOR A BEAM WITH AN AXIAL FORCEYOUNG D.1973; A.I.A.A. J., NEW YORK; U.S.A.; DA. 1973; VOL. 11; NO 2; PP. 246-247; BIBL. 4 REF.Serial Issue

SYNTHESIS OF STIFFNESS AND MASS MATRICES FROM EXPERIMENTAL VIBRATION MODESROSS RG JR.1971; S.A.E. TRANS.; U.S.A.; DA. 1971; VOL. 80; NO PART 4; PP. 2627-2635; BIBL. 9 REF.Serial Issue

ETAT DE CONTRAINTE ET DE DEFORMATION LORS DU SOUDAGE D'EPROUVETTES EN "ARETE DE POISSON"KASATKIN BS; LOBANOV LM; ISHCHENKO A VA et al.1977; AVTOMAT. SVARKA, U.S.S.R.; S.S.S.R.; DA. 1977; NO 8; PP. 32-36; BIBL. 9 REF.Article

HIGH-VOLTAGE CONDITIONING AT LARGE GAPS IN INDUSTRIAL VACUUMSTEIB GF; MOLL E.1973; J. PHYS. D; G.B.; DA. 1973; VOL. 6; NO 2; PP. 243-255; BIBL. 1 P.Serial Issue

SOME FOLLOWER FORCES AND LOAD STIFFNESSHIBBITT HD.1979; INTERNATION. J. NUMER. METHODS ENGNG ENGNG; GBR; DA. 1979; VOL. 14; NO 6; PP. 937-941; BIBL. 5 REF.Article

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