Explicit stiffness matrices for non-prismatic members = Matrices de rigidité explicite de membrures non prismatiquesEISENBERGER, M.Computers & structures. 1985, Vol 20, Num 4, pp 715-720, issn 0045-7949Article

Neubau der Römerringbrüche in Hildesheim = Construction du nouveau pont Römerring à Hildesheim = Construction of the new Römerring Bridge at HildesheimMEYER, E.Beton- und Stahlbetonbau. 1985, Vol 80, Num 12, pp 313-319, issn 0005-9900Article

Zur Dimensionierung ausgesteifter Druckgurte von stählernen Kastenträgerbrücken = Dimensionnement de dalles de compression raidies de ponts caissons métalliques = Design of stiffened compression flanges of steel box girder bridgesJETTEUR, P.Der Stahlbau. 1984, Vol 53, Num 12, pp 359-362, issn 0038-9145Article

PLATEFORME A JAMBAGE EN TRACTION. EXCITATION PARAMETRIQUENISHIHARA S; IMAKITA A.1979; J. SOC. NAV. ARCHIT. JPN.; ISSN 0514-8499; JPN; DA. 1979; NO 145; PP. 219-226; ABS. ENG; BIBL. 16 REF.Article

DEFLECTION DESIGN OF FLEXURAL CONCRETE MEMBERS BY ALLOWABLE SPAN/DEPTH RATIOSRANGAN BV; DONAGHY T.1978; CIV. ENGNG TRANS.; AUS; DA. 1978; VOL. 20; NO 1; PP. 8-12; BIBL. 15 REF.Article

OPTIMAL FORCE TRANSMISSION IN REINFORCED CONCRETE DEEP BEAMS.PRABHAT KUMAR.1978; COMPUTERS AND STRUCT.; G.B.; DA. 1978; VOL. 8; NO 2; PP. 223-229; BIBL. 15 REF.Article

MISE EN FORME STRUCTURALE ET TECHNOLOGIE DES FERMES EN ALUMINIUM EN TUBES DE SECTION RECTANGULAIREERMOLAEV NN; KASKEVICH NM; REMENNIKOV BI et al.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1976; NO 5; PP. 26-31; BIBL. 13 REF.Article

NOMOGRAMS FOR RAPIDLY DETERMINING OPTIMAL DIMENSIONS OF TIMBER MEMBERS.GROSSMAN PUA.1977; C.S.I.R.O., DIV. BUILDG RES. TECH. PAPER; AUSTRAL.; DA. 1977; NO 21; PP. 1-13; BIBL. 2 REF.; ISBN 0643021973Serial Issue

INTERNATIONAL REPAIR TECHNIQUES. EVALUATION OF SIXTH WORLD CONFERENCE ON EARTHQUAKE ENGINEERING CONTRIBUTIONS = TECHNIQUE DE SEPARATION INTERNATIONALE. EVALUATION DE SIX CONFERENCES MONDIALES SUR LES CONTRIBUTIONS DU GENIE PARASISMIQUEDEGENKOLB HJ.sdAMERICAN SOCIETY OF CIVIL ENGINEERS. FALL CONVENTION AND EXHIBIT/1977/SAN FRANCISCO CA; USA; DA. S.D.; PREPRINT 3009; 16 P.; BIBL. 14 REF.Conference Paper

Fire resistance test for petrochemical facility structural elementsBERHINIG, R. M.Plant/operations progress. 1985, Vol 4, Num 4, pp 230-233, issn 0278-4513Article

COLLAPSE LOADS OF LACED COLUMNS = CHARGES DE RUPTURE DE POTEAUX EN TREILLISSVENSSON SE; KRAGERUP J.1982; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1982; VOL. 108; NO ST6; PP. 1367-1384; BIBL. 17 REF.Article

CRITERI DI PROGETTAZIONE DELLE STRUTTURE METALLICHE DEI MAGAZZINI ATTREZZATI CON TRASLATORI = CRITERES DE DIMENSIONNEMENT DES OSSATURES METALLIQUES DES ENTREPOTS EQUIPES D'ELEVATEURS-TRANSLATEURSDONATO M.1982; PREFABBRICAZIONE; ITA; DA. 1982; VOL. 18; NO 7-8; PP. 455-460; ABS. ENGArticle

BENDING STRENGTH OF WEBS OF COLD-FORMED STEEL BEAMS = RESISTANCE A LA FLEXION DES AMES DE POUTRES METALLIQUES LAMINEES A FROIDLABOUBE RA; YU WW.1982; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1982; VOL. 108; NO ST7; PP. 1589-1604; BIBL. 11 REF.Article

ULTIMATE LOAD DESIGN OF CIRCULAR MEMBERS SUBJECTS TO COMBINED BENDING AND TENSION = CALCUL A LA CHARGE ULTIME DE MEMBRURES CIRCULAIRES SOUMISES A LA FLEXION ET A LA TRACTION COMBINEESNAZIR CP.1981; J. INST. ENG., INDIA, CIV. ENG. DIV.; ISSN 0373-1995; IND; DA. 1981; VOL. 61; NO 5; PP. 290-293; BIBL. 4 REF.Article

LOAD-BEARING CAPACITY OF JOINTS BETWEEN CONCRETE MEMBERS UNDER SHEAR AND COMPRESSION.PUME D.1977; ACTA TECH. C.S.A.V.; CESKOSL.; DA. 1977; VOL. 22; NO 5; PP. 621-625; BIBL. 28 REF.Article

Longitudinal shear strength of wide compression flanges = Résistance au cisaillement longitudinal des larges membrures de compressionTIZATTO, V; SHEHATA, L. C. D.Matériaux et constructions. 1990, Vol 23, Num 133, pp 26-34, issn 0025-5432, 9 p.Article

RAPID EVALUATION OF CRACK WIDTH OF CONCRETE FLEXURAL MEMBERS = EVALUATION RAPIDE DE LA LARGEUR DES FISSURES DE MEMBRURES EN FLEXION EN BETONSUZUKI K; OHNO Y.1981; TECHNOL. REP. OSAKA UNIV.; ISSN 0030-6177; JPN; DA. 1981; VOL. 31; NO 1606-1629; PP. 343-356; BIBL. 19 REF.Article

UNE SOLUTION AUX PROBLEMES DES POUTRES DE TRES GRANDES PORTEES. LES POUTRES A DOUBLES MEMBRANES EN PROFILS CREUXTOURNAY M.1980; CHARP. MENUIS. METAL. SERRUR.; FRA; DA. 1980; NO 127; PP. 34-40; 3 P.Article

AN ALTERNATE METHOD FOR DESIGN OF FLEXURAL MEMBERS WITHOUT SELF WEIGHT COMPUTATIONS = METHODE ALTERNATIVE DE CALCUL DE MEMBRANES EN FLEXION SANS CALCUL DE LEUR POIDS PROPRESOMAYAJI S.1980; J. CIV. ENG. DES.; USA; DA. 1980; VOL. 2; NO 1; PP. 19-29; BIBL. 4 REF.Article

CAPACITE PORTANTE D'ELEMENTS DE MEMBRURE DANS DES RACCORDEMENTS DE TUBES RECTANGULAIRESTSETLIN BS; GUKOVA MI; TESLYATESLENKO GV et al.1979; STROITEL. MEKH. RASCHET SOORUZH.; SUN; DA. 1979; NO 1; PP. 56-58; BIBL. 6 REF.Article

HYDROSTATIC AND AXIAL COLLAPSE TESTS OF STIFFENED CYLINDERS.KINRA RK.1978; J. PETROLEUM. TECHNOL.; U.S.A.; DA. 1978-04; VOL. 30; PP. 668-680; BIBL. 22 REF.Article

STRENGTH AND DEFORMATIONS OF REINFORCED CONCRETE MEMBERS UNDER TORSION AND COMBINED ACTIONS = RESISTANCE ET DEFORMATIONS DES MEMBRURES EN BETON ARME SOUMISES A LA TORSION ET A DES SOLLICITATIONS COMBINEESMARTI P.1982; BULL. INFORM. COMITE EUROP. BETON; FRA; DA. 1982; NO 146; PP. 97-138Conference Paper

EIN BEITRAG ZUR SPANNUNGSERMITTLUNG VON REGELMAE BIGEN, QUERAUSGESTEIFTEN PLATTENBALKENTRAGWERKEN = ARTICLE SUR LA DETERMINATION DES CONTRAINTES DE POUTRES EN T REGULIERES BOULONNEESTESAR A.1981; STAHLBAU; ISSN 0038-9145; DEU; DA. 1981; VOL. 50; NO 5; PP. 146-154; BIBL. 11 REF.Article

DESIGN OF RECTANGULAR PRESTRESSED CONCRETE FLEXURAL MEMBERS USING INTERACTION DIAGRAM = CALCUL DE MEMBRURES RECTANGULAIRES EN FLEXION EN BETON PRECONTRAINT EN UTILISANT LE DIAGRAMME D'INTERACTIONSOMAYAJI S.1980; J. CIV. ENG. DES.; USA; DA. 1980; VOL. 2; NO 4; PP. 397-416; BIBL. 10 REF.Article

INLINE FORCES ON FIXED VERTICAL CYLINDER IN WAVESCHAKRABARTI SK.1980; PROC. AMER. SOC. CIV. ENGRS, J. WATERWAY PORT COAST. OCEAN DIV.; USA; DA. 1980; VOL. 106; NO 2; PP. 145-155; BIBL. 7 REF.Article