LA FIGURATION DES TRANSFORMATEURS DANS LA CONSTRUCTION DES SCHEMAS EQUIVALENTS DES RESEAUX ELECTRIQUESGONCHARYUK NV; ZHURAVLEV BG.1982; IZV. AKAD. NAUK SSSR, ENERG. TRANSP.; ISSN 0002-3310; SUN; DA. 1982; NO 2; PP. 30-39; BIBL. 6 REF.Article

NUMERICAL TESTING OF POWER SYSTEM LOAD FLOW EQUIVALENTSDECKMANN S; PIZZOLANTE A; MONTICELLI A et al.1980; IEEE TRANS-POWER APPAR. SYST.; ISSN 0018-9510; USA; DA. 1980; VOL. 99; NO 6; PP. 2292-2300; BIBL. 21 REF.Article

SPARSITY CONSIDERATIONS IN POWER SYSTEM EQUIVALENTSHOUSOS EC; IRISARRI G.1980; PROC. IEEE; ISSN 0018-9219; USA; DA. 1980; VOL. 68; NO 8; PP. 1030-1031; BIBL. 3 REF.Article

CONSTRUCTION OF POWER SYSTEM TRANSIENT STABILITY EQUIVALENTS USING THE LYAPUNOV FUNCTIONOHSAWA Y; HAYASHI M.1981; INT. J. ELECTRON. THEOR. EXP.; ISSN 0020-7217; GBR; DA. 1981; VOL. 50; NO 4; PP. 273-288; BIBL. 5 REF.Article

CONVERSION OF TRANSIENT STABILITY PROBLEMS TO EQUIVALENT SYSTEMS EMPLOYING AN INFINITE BUSGEISLER KI; REITAN DK.1981; PROC. IEEE; ISSN 0018-9219; USA; DA. 1981; VOL. 69; NO 6; PP. 758-760; BIBL. 3 REF.Article

EQUIVALENTS FOR SECURITY ANALYSIS OF POWER SYSTEMSSAVULESCU SC.1981; IEEE TRANS. POWER APPAR. SYST.; ISSN 0018-9510; USA; DA. 1981; VOL. 100; NO 5; PP. 2672-2682; BIBL. DISSEM.Article

ON POWER SYSTEMS AGGREGATED MODELSFORTUNA L; GALLO A; PITRONE N et al.1981; APPLIED MODELLING AND SIMULATION. INTERNATIONAL CONFERENCE. 1/1980/LYON; FRA; TASSIN-LA-DEMI-LUNE: ASSOCIATION POUR LA PROMOTION DES TECHNIQUES DE MODELISATION ET DE SIMULATION DANS L'ENTREPRISE; DA. 1981; VOL. 2; PP. 179-181; BIBL. 7 REF.Conference Paper

THEORIE STATISTIQUE DE LA RUPTURE DE FATIGUE LORS D'UN ETAT DE CONTRAINTE COMPLEXE. COMMUNICATION NO 2TROSHCHENKO VT; SOSNOVSKIJ LA.1979; PROBL. PROCHN.; UKR; DA. 1979; NO 7; PP. 7-11; BIBL. 6 REF.Article

EQUIVALENT STATIC WIND LOADS FOR TALL BUILDING DESIGN.SIMIU E.1977; IN: INT. CONF. WIND EFFECTS ON BUILD. AND STRUCT. 4. PROC.; HEATHROW; 1975; CAMBRIDGE; CAMBRIDGE UNIV. PRESS; DA. 1977; PP. 721-757 (16P.); BIBL. 1 P. 1/2Conference Paper

COHERENCY IDENTIFICATION AND EQUIVALENTS FOR TRANSIENT STABILITY STUDIESKANNIYAPPAN C; SANKARANARAYANAN V; ELANGOVAN S et al.1981; J. INST. ENG., INDIA, ELECTR. ENG. DIV.; ISSN 0020-3386; IND; DA. 1981; VOL. 61; NO 5; PP. 213-219; BIBL. 12 REF.Article

CONDITIONS FOR THEORETICAL COHERENCY IN MULTIMACHINE POWER SYSTEMSDI CAPRIO U.1981; AUTOMATICA (OXF.); ISSN 0005-1098; GBR; DA. 1981; VOL. 17; NO 5; PP. 687-701; BIBL. 25 REF.Article

PRESTRESS ANALYSIS FOR CONTINUOUS BEAMS: SOME DEVELOPMENTS IN THE EQUIVALENT LOAD METHOD = CALCUL DE LA PRECONTRAINTE POUR LES POUTRES CONTINUES: QUELQUES DEVELOPPEMENTS CONCERNANT LA METHODE DES CHARGES EQUIVALENTESCATCHICK BK.1979; STRUCT. ENGR, B; ISSN 0039-2553; GBR; DA. 1979; VOL. 57; NO 4; PP. 82-84Article

THEORIE STATISTIQUE DE LA RUPTURE DE FATIGUE LORS D'UN ETAT DE CONTRAINTE COMPLEXE. COMMUNICATION 1TROSHCHENKO VT; SOSNOVSKIJ LA.1979; PROBL. PROCHN.; UKR; DA. 1979; NO 7; PP. 3-7; BIBL. 8 REF.Article

A DYNAMIC EQUIVALENCE FOR TRANSIENT STABILITY STUDYNANDA J; KOTHARI DP; SHENOY DL et al.1981; APPLIED MODELLING AND SIMULATION. INTERNATIONAL CONFERENCE. 1/1980/LYON; FRA; TASSIN-LA-DEMI-LUNE: ASSOCIATION POUR LA PROMOTION DES TECHNIQUES DE MODELISATION ET DE SIMULATION DANS L'ENTREPRISE; DA. 1981; VOL. 2; PP. 211-214; BIBL. 4 REF.Conference Paper

METHODE SIMPLIFIEE DE CALCUL DES CONDUITES EQUIVALENTES.MITCI C.1977; EAU DE QUEBEC; CANADA; DA. 1977; VOL. 10; NO 2; PP. 109-117 (7P.); BIBL. 7 REF.Article

MODAL-COHERENT EQUIVALENTS DERIVED FROM AN RMS COHERENCY MEASURELAWLER J; SCHWETER RA; RUSCHE P et al.1980; IEEE TRANS. POWER APPAR. SYST.; ISSN 0018-9510; USA; DA. 1980; VOL. 99; NO 4; PP. 1415-1425; BIBL. 10 REF.Article

PRESTRESS ANALYSIS FOR CONTINUOUS BEAMS: SOME DEVELOPMENTS IN THE EQUIVALENT LOAD METHOD. = CALCUL DE LA PRECONTRAINTE POUR LES POUTRES CONTINUES: QUELQUES APPLICATIONS DE LA METHODE DES CHARGES EQUIVALENTESCATCHICK BK.1978; STRUCT. ENGR, B; G.B.; DA. 1978; VOL. 56; NO 2; PP. 29-36; BIBL. 4 REF.Article

DIFFERENCES FINIES, ELEMENTS FINIS ET EQUIVALENCES DANS LE CAS DE L'ELASTICITE PLANEABSI E.1977; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FR.; DA. 1977; NO 351; PP. 41-46; ABS. ALLEM. ANGL. ESP.; BIBL. 3 REF.Article

LARGE-SCALE IMPLEMENTATION OF MODAL DYNAMIC EQUIVALENTSPRICE WW; ROTH BA.1981; IEEE TRANS. POWER APPAR. SYST.; ISSN 0018-9510; USA; DA. 1981; VOL. 100; NO 8; PP. 3811-3817; BIBL. DISSEM.Article

REAL TIME RESULTS WITH ON-LINE NETWORK EQUIVALENTS FOR CONTROL CENTER APPLICATIONSHOUSTOS E; IRISARRI G.1981; IEEE TRANS. POWER APPAR. SYST.; ISSN 0018-9510; USA; DA. 1981; VOL. 100; NO 12; PP. 4830-4837; BIBL. 6 REF.Article

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CONTRIBATO AL CALCOLO DEI PONTI STRALLATI = CONTRIBUTION AU CALCUL DES PONTS HAUBANNESMORABITO G; LABINI FS.1979; G. GENIO CIV.; ITA; DA. 1979; VOL. 117; NO 1-3; PP. 51-60; ABS. FRE/ENG/GER; BIBL. 6 REF.Article

EQUIVALENT FRAME ANALYSIS IMPROVEMENTS FOR SLAB DESIGN.SHARAN SK; CLYDE D; TURCKE D et al.1978; J. AMER. CONCR. INST.; U.S.A.; DA. 1978; VOL. 75; NO 2; PP. 55-59; BIBL. 7 REF.Article