THE EFFECTS OF RANDOM DEVIATIONS BY THE INITIAL PARAMETERS OF THE WELDING DEFORMATIONS OF T JOISTS = INFLUENCE DES VARIATIONS ALEATOIRES DES PARAMETRES DE SOUDAGE PAR RAPPORT AUX VALEURS INITIALES SUR LES DEFORMATIONS DUES AU SOUDAGE DE POUTRES EN TMAKHNENKO VI; KASATKIN OG; PIVTORAK NI et al.1980; AUTOMAT. WELDG; ISSN 0005-108X; GBR; DA. 1980; VOL. 33; NO 11; PP. 1-4; BIBL. 2 REF.; DE RUS; LOC. IS;[AVTOM. SVARKA; UKR; DA. 1980; NO 11; PP. 1-5]Article

TRANSVERSE DEFORMATION OF FLANGES DURING ROLLING OF BEAMS IN FOUR-HIGH STANDSROZHDESTVENSKIJ YV; MUT'EV MS; GRINAVTSEV VN et al.1980; METALL. KOKSOKHIM. (KIEV); SUN; DA. 1980; VOL. 16; NO 64; PP. 34-38; BIBL. 4 REF.Article

AUTOMATISCHES SCHWEISSEN UND RICHTEN VON T-TRAEGERN = AUTOMATIC WELDING AND STRAIGTHENING OF TEE BEAMES = LE SOUDAGE AUTOMATIQUE ET LE DRESSAGE DES POUTRES EN TBEYER M; MAHLKE B.1979; SCHWEISSTECHNIK; ISSN 0323-3073; DDR; DA. 1979; VOL. 29; NO 9; PP. 394-396; ABS. ENG/RUS; BIBL. 9 REF.; LOC. ISArticle

LASTEINLEITUNG IN KRANBAHNTRAEGER MIT ELASTISCH GEBETTETEN KRANSCHIENEN = LOADING OF CRANE RUNWAY GIRDERS WITH ELASTIC CRANE RAILSHOFFMANN K.1980; FOERD. HEBEN; DEU; DA. 1980-09; VOL. 30; NO 9; PP. 808-812; BIBL. 12 REF.Article

ROLLING OF LARGE UNIVERSAL BEAMS FROM CONTINUOUS CASTING SLABSHAYASHI C; KUSABA Y; SHIMAMURA N et al.1981; TETSU TO HAGANE; JPN; DA. 1981-11; VOL. 67; NO 15; PP. 2493-2501; BIBL. 4 REF.Article

LOKALE BIEGEBEANSPRUCHUNG VON TRAEGER-UNTERFLANSCHEN. T. 1 = LOCAL FLEXURAL STRESSING OF GIRDER LOWER FLANGES. PT. 1HANNOVER HO; REICHWALD R.1982; FOERD. HEBEN; ISSN 0373-6482; DEU; DA. 1982-06; VOL. 32; NO 6; PP. 455-460; BIBL. 16 REF.Article

DEVELOPMENT OF ROLLING TECHNIQUE FOR LARGE H-SHAPES FROM CONTINUOUSLY CAST SLABSYANAZAWA T; TANAKA T; YAMASHITA M et al.1981; TETSU TO HAGANE; JPN; DA. 1981-11; VOL. 67; NO 15; PP. 2483-2492; BIBL. 8 REF.Article

FUER DEN KONSTRUKTEUR. DER GESCHWEISSTE VOLLWANDTRAEGER IM STAHLBAU. T. 4:GESTALTUNG GESCHWEISSTER TRAEGER-ANSCHLUESSE UND TRAEGER-KREUZUNGEN = FOR THE CONSTRUCTOR. THE WELDED PLATE GIRDER IN THE STEEL CONSTRUCTION. PT. 4NEUMANN A.1980; SCHWEISSTECHNIK (BERLIN); ISSN 0036-7192; DDR; DA. 1980-08; VOL. 30; NO 8; PP. 369-370Article

PRODUITS SIDERURGIQUES, DEMI-FINIS, DE PREMIERE TRANSFORMATION: DONNEES NUMERIQUES = STEEL PRODUCTS: STRUCTURAL SECTIONS, STRUCTURAL SHAPES: NUMERICAL DATAPHILBERT D.1979; TECHNIQUES DE L'INGENIEUR, CONSTRUCTION; FRA; PARIS: TECH.-ING.; DA. 1979; NO 90; 2510; 22 P.Book Chapter

Thermisches Richten von Trägern mit verbesserten Reproduzierbarkeit = Redressage de poutres avec une meilleure reproductibilité = Improving the reproducibility of thermal straightening of fabricated girdersMAHLKE, B.Schweisstechnik (Berlin, DDR). 1986, Vol 36, Num 6, pp 264-265, issn 0036-7192Article

Development of H-shaped steel with protrusions. Pt. 2SAKAMOTO, S; OHTAKE, F; TAKADA, K et al.1985, Vol 37, Num 2, pp 180-188, issn 0371-411XArticle

Finite element formulation of a composite double T-beam subjected to torsionLEE, Yong-Hak; SUNG, Won-Jin; LEE, Tae-Hyung et al.Engineering structures. 2007, Vol 29, Num 11, pp 2935-2945, issn 0141-0296, 11 p.Article

Influence of a fan-type structure on the properties of massive pressed profiles of the alloy V95pchT2TELESHOV, V.V; SIROTKINA, O.M; PETROV, A.D et al.Izvestiâ Akademii nauk SSSR. Metally. 1984, Vol 1984, Num 3, pp 101-107, issn 0568-5303Article

Analysis of the discrepancies between prediction and experimental results for a T-beamCUSCHIERI, J. M.International congress on noise control engineering. 1996, pp 3053-3058, isbn 1-873082-91-6, 6VolConference Paper

CALCUL APPROCHÉ DE L'INERTIE DE TORSION D'UNE SECTION EN I OU EN T = Torsionnal inertia of I or T-shaped cross-sectionsVILLETTE, M.Construction métallique. 2011, Vol 48, Num 2, pp 15-24, issn 0045-8198, 10 p.Article

Economics of Hybrid Laser Arc Welding for Manufacturing Weight-Optimized T-beamsOLLER, Erik D; BLOMQUIST, Paul A; LUDWIG, Michael et al.Journal of ship production. 2009, Vol 25, Num 2, pp 69-72, issn 8756-1417, 4 p.Article

Experimental study on shear strength of beam-and-block floorsRIBAS, Carlos; CLADERA, Antoni.Engineering structures. 2013, Vol 57, pp 428-442, issn 0141-0296, 15 p.Article

Failure of concrete T-beam and box-girder highway bridges subjected to cyclic loading from trafficSASAKI, Ken K; PARET, Terry; ARAIZA, Juan C et al.Engineering structures. 2010, Vol 32, Num 7, pp 1838-1845, issn 0141-0296, 8 p.Article

Fire behavior of concrete T-beams strengthened with near-surface mounted FRP reinforcementYU, B; KODUR, V. K. R.Engineering structures. 2014, Vol 80, pp 350-361, issn 0141-0296, 12 p.Article

Analytical and experimental study on seismic performance of RC T-beams with design deficiency in steel bar curtailmentWANG, Y. C.Engineering structures. 2003, Vol 25, Num 2, pp 215-227, issn 0141-0296, 13 p.Article

Minimum cost design of reinforced concrete T-beams at ultimate loads using Eurocode2FEDGHOUCHE, Ferhat; TILIOUINE, Boualem.Engineering structures. 2012, Vol 42, pp 43-50, issn 0141-0296, 8 p.Article

Shear strengthening of continuous reinforced concrete T-beams using wire rope unitsYANG, Keun-Hyeok; BYUN, Hang-Yong; ASHOUR, Ashraf F et al.Engineering structures. 2009, Vol 31, Num 5, pp 1154-1165, issn 0141-0296, 12 p.Article

Design of semilightweight bridge girders : Development-length considerationsPETERMAN, Robert J; RAMIREZ, Julio A; OLEK, Jan et al.Transportation research record. 2000, Num 1696, pp 41-47, issn 0361-1981, 1Conference Paper

Tee-beam manufacturing analysis: producibility of panel stiffening elements. DiscussionBLOMQUIST, P. A; KVIDAHL, L. G; WHITE, M. W et al.Journal of ship production. 1995, Vol 11, Num 3, pp 171-186, issn 8756-1417Conference Paper

New analytical model of bolted connections subjected to eccentric loading : The case of T-flange connectionBAKHIET, E; KHALIL, M; KHATTAB, A et al.International Series on Computational Engineerig. 1999, pp 443-451, issn 1369-734X, isbn 1-85312-683-7Conference Paper