BERECHNUNG VON STAEBEN MIT I-, KASTEN- UND RECHTECKQUERSCHNITT BEI LINEAR VERAENDERLICHER HOEHE NACH THEORIE I. UND II. ORDNUNG MIT HILFE VON DIAGRAMMEN = CALCULATION OF BARS WITH I-, BOX TYPE AND RECTANGULAR SECTION WITH LINEAR VARIABLE HEIGHT ACCORDING TO THE THEORY OF I. AND II. ORDER BY MEANS OF DIAGRAMSRUBIN H.1980; STAHLBAU; DEU; DA. 1980-05; VOL. 49; NO 5; PP. 142-150Article

SCHWEISSTRAEGER MIT HALBSEITIGER HALSNAHT = I BEAM WITH FILLET WELDS ON THE SAME SIDE = POUTRES EN I FABRIQUEES PAR SOUDAGE COMPORTANT DEUX SOUDURES D'ANGLE DU MEME COTEKURZWEIL M; GOTTSCHALK W; KUPETZ W et al.1980; SCHWEISSTECHNIK; ISSN 0323-3073; DDR; DA. 1980; VOL. 30; NO 7; PP. 297-300; ABS. ENG/RUS; BIBL. 3 REF.; LOC. ISArticle

NEUE ERKENNTNISSE BEIM TEILAUTOMATISCHEN KEHLNAHTSCHWEISSEN IM STAHLBAU = NEW ASPECTS OF THE SEMI-AUTOMATIC WELDING OF FILLET WELDS IN ENGINEERING = NOUVEAUX ASPECTS DU SOUDAGE SEMI-AUTOMATIQUE DES SOUDURES D'ANGLE EN CONSTRUCTION MECANIQUEGAHNER P; HECKL T; NEUMANN W et al.1979; SCHWEISSTECHNIK; ISSN 0323-3073; DDR; DA. 1979; VOL. 29; NO 9; PP. 388-390; ABS. ENG/RUS; BIBL. 12 REF.; LOC. ISArticle

CONTINUOUS CASTING OF BEAM BLANKSONISHI M; UEDA T; SHINJO Y et al.1980; KAWASAKI SEITETSU GIHO; ISSN 0368-7236; JPN; DA. 1980; VOL. 12; NO 3; PP. 414-427; ABS. ENG; BIBL. 11 REF.Article

DEVELOPMENTS IN THE WELDING OF LARGE STRUCTURAL ELEMENTS = PROGRES REALISES DANS LE DOMAINE DU SOUDAGE D'ELEMENTS DE CONSTRUCTION DE GRANDES DIMENSIONSWEBER K.1980; FOUNDG WELDG PRODUCT. J.; ISSN 0015-9026; ZAF; DA. 1980; VOL. 20; NO 7; PP. 25-34; LOC. ISArticle

UNTERSUCHUNG ZUR DAUERSCHWINGFESTIGKEIT DES STAHLES ST 52-3 AN GESCHWEISSTEN I-TRAEGERN = INVESTIGATION ON THE FATIGUE STRENGTH OF WELDED I BEAMS IN ST 52-3 STEEL = RECHERCHE SUR LA RESISTANCE A LA FATIGUE DE POUTRELLES I SOUDEES EN ACIER ST 52-3OLIVIER R.1978; ; LUX; LUXEMBOURG: AMT FUER AMTLICHE VEROEFFENTLICHUNGEN DER EUROPAEISCHEN GEMEINSCHAFTEN; DA. 1978; EUR-6193; 17 P.-11 P. DE PL.; 30 CM; ABS. ENG/FRE; BIBL. 4 REF.; TECHNISCHE FORSCHUNG STAHL: ERMUEDUNGReport

STUDY OF FATIGUE CRACK PROPAGATION ON PLATE FILLET TOESKANAZAWA T; MACHIDA S; WATANABE M et al.1981; J. SOC. NAV. ARCHIT. JPN.; ISSN 0514-8499; JPN; DA. 1981-12; VOL. 150; PP. 448-455; ABS. ENG; BIBL. 3 REF.Article

NUMERICAL CONTROL SYSTEM FOR WELDING STATIONS = COMMANDE NUMERIQUE APPLIQUEE AU SOUDAGEWOZNIAK M.1979; SESSION PUBLIQUE IIS/1979/BRATISLAVA; CSK; BRATISLAVA: VUZ; DA. 1979; PP. 198-205; LOC. ISConference Paper

PLANCHERS MIXTES ACIER BETON DANS LA RENOVATION ET LES BATIMENTS NEUFS = COMPOSITE STEEL-CONCRETE FLOORS USED IN RESTORATION AND NEW BUILDINGSVANANDRUEL T.1982; ACIER STAHL STEEL; ISSN 0375-832X; FRA; DA. 1982; NO 2; PP. 37-42; BIBL. 9 REF.; IDEM GER ENGArticle

ANALYSIS OF RESIDUAL STRESSES IN HOT-ROLLED H-SHAPES = ANALYSE DES CONTRAINTES RESIDUELLES DANS LES FERS H LAMINES A CHAUDKUSAKABE T; MIHARA Y.1980; TRANS. IRON STEEL INST. JAP.; JPN; DA. 1980; VOL. 20; NO 7; PP. 454-461; BIBL. 9 REF.Article

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

Fabrication of 12.2 m span bridge girders for central railway by automatic submerged arc welding process = Fabrication par soudage automatique sans flux de poutres de ponts-rails d'une portée de 12,2 mètresSARKAR, N. K.1984, Vol 16, Num 4, pp 119-126Article

Grenzbelastbarkeit exzentrisch verstaerkter Aluminiumstahl-Verbundtraeger. T. 2 = Limiting load-bearing capacity of eccentrically reinforced aluminium-steel composite girders. Pt. 2MOECK, C.Aluminium (Düsseldorf). 1985, Vol 61, Num 6, pp 433-436, issn 0002-6689Article

Production of I-beams from continuously cast slabsBYKOV, V.A; MAKAROV, Yu.D; POLYAKOV, B.N et al.Stal' (Moskva). 1983, Vol 53, Num 4, pp 46-49, issn 0038-920XArticle

Plate to I-beam connections = Assemblages plaque/poutre en IWARDENIER, J.Welding in the world. 1984, Vol 23, Num 3-4, pp 64-83, issn 0043-2288Article

Failure of the welded connection between RHS bracing and H section = Rupture d'assemblages soudés entre des entretoises creuses de section rectangulaire et des profilés en HARIBERT, J. M; LACHAL, A; MOUTY, J et al.Welding of tubular structures. 1984, pp 459-469Conference Paper

On the local failure of welded RHS column to H beam connections = Rupture locale des assemblages de poteaux à section rectangulaire creux soudés à des poutres en ITABUCHI, M; KANATANI, H; FUJIWARA, K et al.Welding of tubular structures. 1984, pp 167-174Conference Paper

Automatisation simple du soudage des poutres reconstituées soudées = Simple solutions for mechanising the welding of fabricated girdersAssemblages (1981). 1985, Num 87, pp 37-40, issn 0750-1269Article

Shear-flexible thin-walled element for composite I-beamsBACK, Sung Y; WILL, Kenneth M.Engineering structures. 2008, Vol 30, Num 5, pp 1447-1458, issn 0141-0296, 12 p.Article

Optimum design of compression columns of welded I-section and comparison with rolled profilesJARMAI, K; FARKAS, J.International conference on computational structures technologyInternational conference on engineering computational technology. 2000, pp 119-129, isbn 0-948749-72-5Conference Paper

A major advance in the manufacture of large structural beams and columnsWALKER, J. H; WALPOLE, L. B.Proceedings of the Institution of Mechanical Engineers. Part B, Journal of engineering manufacture. 1989, Vol 203, Num B4, pp 253-259, 7 p., part BArticle

Utilisation des profils creux dans la construction. Méthode simplifiée de vérification des assemblages soudés de profils creux ronds ou carrés sur profils HEA ou HEB = Use of hollow sections in steel frames. Simplified method for verifying welded assemblies including round or square hollow sections and HEA or HEB sectionsGERAUD, M.Nouveau journal de charpente, menuiserie métallique, serrurerie. 1985, Num 168, pp 11-15, issn 0291-8366Article

Dynamic behavior of horizontally curved I-girder bridgesDONGZHOU HUANG; TON-LO WANG; MOHSEN SHAHAWY et al.Computers & structures. 1995, Vol 57, Num 4, pp 703-714, issn 0045-7949Article

The method of conditionally combined sections for calculating the load carrying capacity of elements with residual stresses = Utilisation de la méthode «des sections combinées» pour le calcul de la capacité portante d'éléments comportant des contraintes résiduellesSHAFERMAN, I. M; STARCHEVSKAYA, L. L; GITMAN, E. M et al.Welding Production. 1986, Vol 33, Num 2, pp 34-36, issn 0043-230XArticle

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