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OCELOVE KONSTRUKCE VENKOVNICH ROZVODEN PRO VELMI VYSOKA NAPETI (110 AZ 400 KV). = LES STRUCTURES METALLIQUES DES POSTES DE CONNEXION HT 110 A 400 KV)HABERHAUER M.1976; INZ. STAVBY; CESKOSL.; DA. 1976; VOL. 24; NO 4; PP. 195-196; ABS. RUSSE ANGL. ALLEM.Article

A NONLINEAR ANALYSIS OF A SOIL SUPPORTED FRAME = ANALYSE NON LINEAIRE D'UNE STRUCTURE METALLIQUE REPOSANT SUR LE FOND MARINHAYS CO JR; MATLOCK H.1972; IN: 4TH ANNU. OFFSHORE TECHNOL. CONF. PREPR. HOUSTON, 1972; S.L.; DA. 1972; VOL. 2; PP. 737-752; BIBL. 1 P.Conference Paper

LE STRUTTURE METALLICHE PER CENTRALI TERMOELETTRICHE - COSTRUZIONE E MONTAGGIO. = LES STRUCTURES METALLIQUES POUR CENTRALES THERMIQUES. CONSTRUCTION ET MONTAGERONCONI G; SPADACCINI O.1975; COSTR. METAL.; ITAL.; DA. 1975; VOL. 27; NO 4; PP. 187-196; ABS. ANGLArticle

AN APPROXIMATE ANALYSIS OF EARTHING EFFECTS OF EXTENDED CONDUCTORS.NAHMAN JM.1975; UNIV. BEOGRADU, PUBL. ELEKTROTEH. FAK. ELEKTROENERGET.; YUGOSL.; DA. 1975; NO 57-59; PP. 15-21; ABS. SLOV.; BIBL. 5 REF.Article

EDDY CURRENTS IN STRUCTURE SURROUNDING LARGE CURRENT BUSHINGS OF A LARGE CAPACITY TRANSFORMERSAITO S; INAGAKI K; SATO T et al.1981; IEEE TRANS. POWER APPAR. SYST.; ISSN 0018-9510; USA; DA. 1981; VOL. 100; NO 11; PP. 4502-4509; BIBL. 8 REF.Article

UNIVERSITA PREFABBRICATA = UNIVERSITE PREFABRIQUEE1980; DOMUS; ITA; DA. 1980; PP. 24-27; PREFAB 4Article

INDUCTIVE DETECTION OF UNDERGROUND METALLIC PIPES.GLENNIE EB; MILLER TJE.1975; PROC. INSTIT. ELECTR. ENGRS; G.B.; DA. 1975; VOL. 122; NO 4; PP. 345-348; BIBL. 9 REF.Article

FINITE ELEMENT ANALYSIS OF TIME-DEPENDENT INELASTIC DEFORMATION IN THE PRESENCE OF TRANSIENT THERMAL STRESSESMAHESH MORJARIA; SUBRATA MUKHERJEE.1981; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1981; VOL. 17; NO 6; PP. 909-921; BIBL. 20 REF.Article

ELECTRIC CURRENTS IN THE STAEL REINFORCEMENT OF REINFORCED CONCRETE BUILDINGS.VAN ALPHEN JC; EVANS FT.1978; TRANS. S. AFR. INST. ELECTR. ENGRS; ZAF; DA. 1978; VOL. 69; NO 12; PP. 358-359Article

CALCUL DES CONTRAINTES DYNAMIQUES DE COURT-CIRCUIT SUR LES PORTIQUES DES SOUS-STATIONS HTWASZCYSZYN Z; M NONLODZIANOWSKI A.1977; ARCH. INZYNIER. LAD.; POLSKA; DA. 1977; VOL. 23; NO 2; PP. 173-185; ABS. RUSSE ANGL.; BIBL. 7 REF.Article

ACOUSTIC SURFACE WAVES IN SPLIT STRIP PERIODIC METAL GRATINGS ON A PIEZOELECTRIC SURFACE.AOKI T; INGEBRIGTSEN KA.1977; I.E.E.E. TRANS. SONICS ULTRASON.; U.S.A.; DA. 1977; VOL. 24; NO 3; PP. 179-193; BIBL. 22 REF.Article

HYDROELASTICITY AND VIBRATIONS OF INTERNAL STEELWORK OF TANKSVOLCY GC; BAUDIN MM; BEREAU MD et al.1980; TRANS.-SOC. NAVAL ARCHIT. MAR. ENG.; ISSN 0081-1661; USA; DA. 1980; VOL. 88; PP. 357-375; BIBL. 27 REF.Article

UN SYSTEME MODULAIRE D'OSSATURE EN ALLIAGES D'ALUMINIUM1979; COMPOSANTS MEC. ELECTR. ELECTRON.; FRA; DA. 1979; NO 102; PP. 71-75; (4 P.)Article

FABRICATING STRUCTURAL STEELWORK FOR POWER STATIONS = LA FABRICATION DES CHARPENTES EN ACIER DE CONSTRUCTION POUR CENTRALES D'ENERGIEGIBSON A; STILL JR.1978; WELDG METAL FABRIC.; GBR; DA. 1978; VOL. 46; NO 10; PP. 669-675; (5 P.); LOC. ISArticle

STALOWE KONSTRUKCJE WSPORCZE LINII I STACJI ELEKTROENERGETYCZNYCH NAJWYZSZYCH NAPIEC JAKO ZASTEPCZE PRZEWODY UZIEMIAJACE = LES STRUCTURES PORTEUSES EN ACIER POUR LIGNES ET POSTES ELECTRIQUES HT UTILISEES COMME CONDUCTEURS DE TERRELEJDY B; WOLKOWINSKI K; ZGLINSKI K et al.1978; ENERGETYKA; POL; DA. 1978; VOL. 32; NO 7; PP. 265-268; ABS. ENG/GER/RUS; BIBL. 5 REF.Article

OPTIMUM STRUCTURAL DESIGN BY DYNAMIC PROGRAMMING.PACKIA RAJ P; DURRANT SO.1976; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 8; PP. 1575-1589; BIBL. 19 REF.Article

INDUCED VOLTAGES UNDER O.H. LINES1973; ELECTR. TIMES; G.B.; DA. 1973; NO 4220; PP. 17Serial Issue

LA MISURA DELL' EFFICIENZA DEI GIUNTI ISOLANTI SU TUBAZIONI METALLICHE INTERRATE. = LA MESURE DE L'EFFICACITE DES RACCORDS ISOLANTS SUR LES CANALISATIONS METALLIQUES ENTERREESLUGLI D; TOSATO F.1976; TEC. ITAL.; ITAL.; DA. 1976; VOL. 41; NO 2; PP. 77-84; ABS. ANGL.; BIBL. 3 REF.Article

BASES DE L'ANALYSE MECANIQUE DES STRUCTURES DES CENTRALES NUCLEAIRESROCHE R.1974; IN: 17EME COLLOQUE METALLURG.: FACTEURS MEC. METALLURG. RUPTURE NOTAMMENT DANS INDUSTR. NUCL. JUIN 1974; GIF-SUR-YVETTE; C.E.N. SACLAY; DA. 1974; PP. 59-108; BIBL. 51 REF.Conference Paper

INDUCED HEATING IN STEEL-BEAM REINFORCED CEILINGS OVER THREE-PHASE TRANSFORMER DELTA CLOSURESRYFF PF; BULAT V.1980; IEEE TRANS-POWER APPAR. SYST.; ISSN 0018-9510; USA; DA. 1980; VOL. 99; NO 6; PP. 2448-2452; BIBL. 7 REF.Article

GEFUEGEPRUEFUNG VON WAELZLAGERRINGEN UNTER AUSNUTZUNG IHRER MAGNETISCHEN ABSCHIRMWIRKUNG = CONTROLE DE LA STRUCTURE DE BAGUES DE ROULEMENT PAR UTILISATION DE L'EFFET D'ECRAN MAGNETIQUEKRAL B; MORGNER W; RETZ J et al.1980; WISS. Z. TECH. HOCHSCH. "OTTO VON GUERICKE"; ISSN 0541-8933; DDR; DA. 1980; VOL. 24; NO 1; PP. 99-100; BIBL. 3 REF.Article

RUN/RETIRE DECISION ON A 26-YEAR-OLD LP TURBINE ROTOR BASED ON BORESONIC AND MATERIAL TEST RESULTS AND FRACTURE MECHANICS ANALYSISTAKHAR JS; COLLINS RV; SCHAEFER JE et al.1979; PROC. AMER. POWER CONF.; USA; DA. 1979; VOL. 41; PP. 468-484; BIBL. 15 REF.Conference Paper

HERSTELLUNG FREITRAGENDER METALL-MIKROSTRUKTUREN FUER ELEKTRONENOPTISCHE GERAETE. = FABRICATION DE MICROSTRUCTURES METALLIQUES SANS SUPPORT POUR APPAREILS DE L'OPTIQUE ELECTRONIQUEPOLITYCKI A; MEYER A.1975; SIEMENS FORSCH.- U. ENTWICKL.-BER.; DTSCH.; DA. 1975; VOL. 4; NO 3; PP. 162-167; BIBL. 17 REF.Article

Structures métalliques à liaisons semi-rigides: algorithmes de calcul et résolution numérique en analyse non linéaire pré et post critique = Steel structures with semi rigid connections: calculation algorithms and numerical solutions for non linear pre and post critical analysisGu, Xiaonan; Lemaire, Maurice.1992, 224 p.Thesis

Structure métallique sous un chargement thermomécanique cyclique, effet de surcharges mécaniques de courte durée* = Metallic structure submitted to a cyclic thermomechanical loading. Effect of short time mechanical overloadsTaleb, Lakhdar; Cousin, Michel.1991, 273 p.Thesis

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