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RACCORD EN T EQUIRESISTANTSERIKOV SV; RYAZANTSEV YU M; NOKHRIN VD et al.1983; PRIKLADNAJA MEHANIKA (KIEV); ISSN 0032-8243; UKR; DA. 1983; VOL. 19; NO 1; PP. 128-131; BIBL. 13 REF.Article

CALCUL DE LA FLEXION DEVIEE DES ELEMENTS EN BETON ARMETSEJTLIN AA; GOLUBCHIK EV.1982; BETON I ZELEZOBETON; ISSN 511234; SUN; DA. 1982; NO 6; PP. 24-25; BIBL. 2 REF.Article

CALCUL DU CISAILLEMENT DES POUTRES EN ACIER A PAROIS MINCESPREDTECHENSKIJ MV.1978; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1978; NO 1; PP. 27-30; BIBL. 9 REF.Article

ETUDE THEORIQUE D'UN ELEMENT EN FORME DE T NON PROFILE D'UNE FERME TUBULAIRESOBOLEV YU V; MURASHKO NN.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1976; NO 8; PP. 8-16; BIBL. 6 REF.Article

INFLUENCE DE LA FORME DES ECHANTILLONS DE RUPTURE SUR LES RESULTATS DE DETERMINATION DES PROPRIETES MECANIQUES DES POUTRES EN TTOMENKO YU S; DRYUKOVA IN; GONCHAROV VN et al.1976; ZAVODSK. LAB.; S.S.S.R.; DA. 1976; VOL. 42; NO 6; PP. 721-723Article

PROPOSITION PRATIQUE POUR LE CALCUL DES ELEMENTS DE BETON ARME COMPRIMES DE FACON DECENTREEKIRIAKIDI GI.1981; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1981; NO 1; PP. 3-7; BIBL. 1 REF.Article

WORLD'S ONLY FLOATING DOUBLE TEE = PONTON FLOTTANT UNIQUE AU MONDE EN FORME DE DALLE A DOUBLE T1980; J. PRESTRES. CONCR. INST.; USA; DA. 1980; VOL. 25; NO 4; PP. 166-167Article

POSSIBILITES D'ELARGISSEMENT DU DOMAINE D'UTILISATION DES POUTRES EN DOUBLE TREUT VI; UMRIKHA NG.1980; STROITEL. MEKH. RASCHET SOORUZH; SUN; DA. 1980; NO 3; PP. 42-44; BIBL. 9 REF.Article

BREVET. TUBE A AILETTES EN T POUR ECHANGEUR DE CHALEUR1979; ; FRA; DA. 1979-09-28; FR/A1/2.415.788; DEP.78-23495/1978-08-09; PR. DE/P 28 03 273.7/1978-01-26Patent

BEITRAG ZUR WIRKLICHKEITSNAHEN ERFASSUNG DES SPANNUNGS- UND FORMAENDERUNGSVERHALTENS VORGESPANNTER PLATTENBALKEN. = CONTRIBUTION A LA DETERMINATION REALISTE DE LA RESISTANCE AUX CONTRAINTES ET AUX DEFORMATIONS DES POUTRES EN T PRECONTRAINTESSTRITZKE J.1977; WISSENSCH. Z. TECH. UNIV. DRESDEN; DTSCH.; DA. 1977; VOL. 26; NO 5; PP. 921-927; BIBL. 13 REF.Article

ULTIMATE SHEAR STRENGTH OF REINFORCED CONCRETE T-BEAMS.JENA B; BARIK KC.1976; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1976; VOL. 56; NO 5; PP. 188-192; BIBL. 9 REF.Article

Atomistic description of the electronic structure of T-shaped quantum wiresAIZPURUA, J; BRYANT, Garnett W; JASKOLSKI, W et al.Microelectronics journal. 2003, Vol 34, Num 5-8, pp 603-606, issn 0959-8324, 4 p.Conference Paper

Small Square Monopole Antenna With Enhanced Bandwidth by Using Inverted T-Shaped Slot and Conductor-Backed PlaneOJAROUDI, M; YAZDANIFARD, Sh; OJAROUDI, N et al.IEEE transactions on antennas and propagation. 2011, Vol 59, Num 2, pp 670-674, issn 0018-926X, 5 p.Article

RECTANGULAR HOLLOW SECTION DOUBLE-CHORD T-JOINTS = JOINTS EN T A DOUBLE COEUR DE SECTION CREUSE RECTANGULAIRECHIDIAC MA; KOROL RM.1979; PROV. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1979; VOL. 105; NO 8; PP. 1717-1721; BIBL. 1 REF.Article

Bemessungstafeln für Plattenbalken nach EC 2 = Abaques pour le calcul des poutres en T selon EC 2 = Tables for design of T beam according to EC 2HEYDEL, G.Bautechnik (Berlin, 1984). 1995, Num 8, pp 526-531, issn 0932-8351Article

On the design of long T-shaped acoustic resonatorsDEYU LI; VIPPERMAN, Jeffrey S.The Journal of the Acoustical Society of America. 2004, Vol 116, Num 5, pp 2785-2792, issn 0001-4966, 8 p.Article

Hazard of the tracheal T-tube: a method of removalSOLOMONS, N. B.International journal of pediatric otorhinolaryngology. 1987, Vol 14, Num 2-3, pp 171-173, issn 0165-5876Article

The minimum reservoir capacity necessary to avoid air-dilution: an experimental model of spontaneous breathing through a T-pieceNAUNTON, A.British Journal of Anaesthesia. 1985, Vol 57, Num 8, pp 803-806, issn 0007-0912Article

DIE GEZAGENEN GURTSCHEIBEN UEBER DEN INNENSTITZEN DURCH LAUFENDER PLATTENBALKEN = LES MEMBRURES TENDUES DES POUTRES EN T CONTINUES, EN CONSIDERANT L'AME COMME APPUISCHLEEH W.1980; BETON -U. STAHLBETONBAU; DEU; DA. 1980; VOL. 75; NO 3; PP. 56-64; BIBL. 8 REF.Article

STABILITE AU-DELA DE LA LIMITE D'ELASTICITE DE LA PAROI D'UNE POUTRE EN DOUBLE T.BROUDE BM; MOISEEV VI.1978; STROITEL. MEKH. RASCHET SOORUZH.; SUN; DA. 1978; NO 4; PP. 55-57; BIBL. 2 REF.Article

ELABORATION DES PROJETS DES SECTIONS DES POUTRES EN DOUBLE TBELYJ DF; BELYJ AD.1982; STROITEL. MEKH. RESCHET SVORUZH.; SUN; DA. 1982; NO 1; PP. 77-79; BIBL. 3 REF.Article

T-SHAPED SPECTACULARWILLIAMS A.1980; BUILDING; GBR; DA. 1980; NO 22; PP. 31-38Article

MONTE CARLO STUDY OF SHORT TIME DEFLECTIONS OF REINFORCED CONCRETE BEAMS = ETUDE MONTE CARLO SUR LES FLECHES TEMPORELLEMENT COURTES DES POUTRES EN BETON ARMERAMSAY RJ; MIRZA SA; MACGREGOR JG et al.1979; J. AMER. CONCR. INST.; USA; DA. 1979; VOL. 76; NO 8; PP. 897-918; BIBL. 12 REF.Article

PLAIN CONCRETE TEE BEAMS SUBJECT TO TORSION, BENDING AND SHEAR. = POUTRES EN TE EN BETON NON ARME, SOUMISES A LA TORSION, FLEXION ET CISAILLEMENT COMBINESALLOS AE; MARTIN LH.1978; BUILDG AND ENVIRONMENT; GBR; DA. 1978; VOL. 13; NO 2; PP. 125-134; BIBL. 20 REF.Article

AMBASCIATA A PARIGI = AMBASSADE A PARIS1978; DOMUS; ITA; DA. 1978; NO 588; PP. 20-27Article

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