DYNAMICS OF FRAMEWORKS BY CONTINUOUS MASS METHOD.OVUNC BA.1974; COMPUTERS AND STRUCT.; G.B.; DA. 1974; VOL. 4; NO 5; PP. 1061-1089; BIBL. 20 REF.Article

CALCUL DES FREQUENCES ET MODES D'UNE STRUCTURE PAR UNE METHODE DE SOUS-STRUCTURES. APPLICATION A UN ETAGE DE LANCEUR.LALANNE M; TROMPETTE P; VEDRENNE M et al.1975; REV. ROUMAINE SCI.-TECH., MEC. APPL.; ROUMAN.; DA. 1975; VOL. 20; NO 1; PP. 127-135; BIBL. 11 REF.Article

CALCUL DE PLAQUES RENFORCEES EN DESSOUS PAR DES ARETES PAR LA METHODE DES ELEMENTS FINISSHILKINA ZI.1975; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1975; VOL. 18; NO 7; PP. 22-27; BIBL. 3 REF.Article

DERIVATION OF GEOMETRIC STIFFNESS AND MASS MATRICES FOR FINITE ELEMENT HYBRID MODELS.TONG P; MAU ST; PIAN THH et al.1974; INTERNATION. J. SOLIDS STRUCT.; G.B.; DA. 1974; VOL. 10; NO 8; PP. 919-932; ABS. RUSSE; BIBL. 25 REF.Article

CONDENSATION OF FREE BODY MASS MATRICES USING FLEXIBILITY COEFFICIENTS.SOWERS JD.1978; A.I.A.A. J., NEW YORK; U.S.A.; DA. 1978; VOL. 16; NO 3; PP. 272-273; BIBL. 4 REF.Article

THE EFFECT OF SYSTEM PARAMETER VARIATIONS ON NATURAL FREQUENCES. = EFFET DES VARIATIONS DU PARAMETRE DU SYSTEME SUR LES FREQUENCES NATURELLESGAWRONSKI W.1975; COMPUTERS AND STRUCT.; G.B.; DA. 1975; VOL. 5; NO 1; PP. 31-43; BIBL. 6 REF.Article

VIBRATION AND BUCKLING ANALYSIS OF AXISYMMETRIC POLAR ORTHOTROPIC CIRCULAR PLATES.PARDOEN GC.1974; COMPUTERS AND STRUCT.; G.B.; DA. 1974; VOL. 4; NO 5; PP. 951-960; BIBL. 3 REF.Article

QUARTIC MASS MATRIX AND RENORMALIZATION CONSTANTS IN SUPERSYMMETRIC YANG-MILLS THEORIESBARBIERI R; FERRARA S; MAIANI L et al.1982; PHYS. LETT. B; ISSN 0370-2693; NLD; DA. 1982; VOL. 115; NO 3; PP. 212-216; BIBL. 16 REF.Article

ACCURACY OF STRING ELEMENT MASS MATRIXFRIED I.1979; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1979; VOL. 20; NO 3; PP. 317-321; BIBL. 4 REF.Article

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

OPTIMAL CORRECTION OF MASS AND STIFFNESS MATRICES USING MEASURED MODESBARUCH M.1982; AIAA J.; ISSN 0001-1452; USA; DA. 1982; VOL. 20; NO 11; PP. 1623-1626; BIBL. 19 REF.Article

REMARKS ABOUT DIAGONAL MASS MATRICESCOOK RD.1981; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1981; VOL. 17; NO 9; PP. 1427-1429; BIBL. 4 REF.Article

THE DYNAMIC TRANSIENT ANALYSIS OF AXISYMETRIC CIRCULAR PLATES BY THE FINITE ELEMENT METHOD. = ANALYSE DYNAMIQUE TRANSITOIRE DES PLAQUES CIRCULAIRES AXISYMETRIQUES PAR LA METHODE DES ELEMENTS FINISHINTON E.1976; J. SOUND VIBR.; G.B.; DA. 1976; VOL. 46; NO 4; PP. 465-472; BIBL. 11 REF.Article

FINITE ELEMENT MASS MATRIX LUMPING BY NUMERICAL INTEGRATION WITH NO CONVERGENCE RATE LOSS.FRIED I; MALKUS DS.1975; INTERNATION. J. SOLIDS STRUCT.; G.B.; DA. 1975; VOL. 11; NO 4; PP. 461-466; BIBL. 10 REF.Article

Quark mass matrices with full off-diagonal mixingSHROCK, R. E.Physical review. D. Particles and fields. 1992, Vol 45, Num 1, pp R10-R12, issn 0556-2821Article

UEBER DIE MASSEN-REDUKTION ZUR NAEHERUNGSWEISEN BESTIMMUNG DER EIGENFREQUENZEN VON MEHRMASSENSYSTEMEN NACH FUHRKE = LA REDUCTION DES MASSES POUR UNE DETERMINATION APPROCHEE DES FREQUENCES PROPRES DE SYSTEMES A PLUSIEURS MASSES D'APRES FUHRKESCHADE D.1981; STAHLBAU; ISSN 0038-9145; DEU; DA. 1981; VOL. 50; NO 2; PP. 48-49; BIBL. 10 REF.Article

IMPROVED METHOD OF STATIC AND FREE VIBRATION ANALYSIS OF THIN RECTANGULAR PLATESBASCI IM; TORIDIS TG; KHOZEIMEH K et al.1983; COMPUTERS & STRUCTURES; ISSN 0045-7949; USA; DA. 1983; VOL. 16; NO 1-4; PP. 433-440; BIBL. 3 REF.Conference Paper

AN ACCURATE METHOD OF DYNAMIC SUBSTRUCTURING WITH SIMPLIFIED COMPUTATIONYEE TAK LEUNG.1979; INTERNATION. J. NUMER. METHODS ENGNG; GBR; DA. 1979; VOL. 14; NO 8; PP. 1241-1256; BIBL. 22 REF.Article

INVERSION OF FIRST-ORDER PERTURBATION THEORY AND ITS APPLICATION TO STRUCTURAL DESIGN.STETSON KA; PALMA GE.1976; A.I.A.A.J., NEW YORK; U.S.A.; DA. 1976; VOL. 14; NO 4; PP. 454-460; BIBL. 6 REF.Article

DETERMINATION DES PARAMETRES DYNAMIQUES DES MECANISMES AVEC DES BARRES ELASTIQUESSAVII G.1976; BUL. STI. TEH. POLITCH. "TRAIAN VUIA" TIMISOARA; ROMAN; DA. 1976; VOL. 21; NO 2; PP. 151-152; ABS. ANGL.; BIBL. 2 REF.Article

FINITE ELEMENT MODEL FOR DYNAMIC ANALYSIS OF TIMOSHENKO BEAMS. = MODELE D'ELEMENT FINI POUR L'ANALYSE DYNAMIQUE DES POUTRES DE TIMOSHENKOTHOMAS J; ABBAS BAH.1975; J. SOUND VIBR.; G.B.; DA. 1975; VOL. 41; NO 3; PP. 291-299; BIBL. 19 REF.Article

BOUNDS ON THE SPECTRAL AND MAXIMUM NORMS OF THE FINITE ELEMENT STIFFNESS, FLEXIBILITY AND MASS MATRICESFRIED I.1973; INTERNATION. J. SOLIDS STRUCT.; G.B.; DA. 1973; VOL. 9; NO 9; PP. 1013-1034; ABS. RUSSE; BIBL. 22 REF.Serial Issue

HIGHER ORDER TAPERED BEAM FINITE ELEMENTS FOR VIBRATION ANALYSISTO CWS.1979; J. SOUND VIBR.; GBR; DA. 1979; VOL. 63; NO 1; PP. 33-50; BIBL. 12 REF.Article

η-η' mixing in the flavor basis and large NMATHIEU, Vincent; VENTO, Vicente.Physics letters. Section B. 2010, Vol 688, Num 4-5, pp 314-318, issn 0370-2693, 5 p.Article

Broken S₃ symmetry in flavor physicsKANEKO, Toshiaki; SUGAWARA, Hirotaka.Physics letters. Section B. 2011, Vol 697, Num 4, pp 329-332, issn 0370-2693, 4 p.Article