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Results 1 to 25 of 211

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ETUDES EXPERIMENTALES DE LA FLEXION ELASTOPLASTIQUE DE MODELES DE POUTRES EN IFEDOROV MI; VAKULINA LP.1978; IZVEST. VYSSH. UCHEBN. ZAVED., CHERN. METALLURG.; SUN; DA. 1978; NO 6; PP. 171-172; BIBL. 1 REF.Article

THE INFLUENCE OF BIAXIAL STRESSES ON HIGH-CYCLE FATIGUE-CRACK PROPAGATIONGARRETT GG; ANDERSON PRG; CHARVAT IMH et al.1980; EXP. MECH.; ISSN 0014-4851; USA; DA. 1980; VOL. 20; NO 2; PP. 44-52; BIBL. 35 REF.Article

OPTIMUM PROPERTIES FOR I. BEAMS WITH VARYING DEGREES OF LATERAL RESTRAINTSRINIVASAN CN.1978; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; IND; DA. 1978; VOL. 59; NO 1; PP. 43-45; BIBL. 5 REF.Article

INTERACTION BUCKLING IN I-SECTION COLUMNSHANCOCK GJ.1981; PROC. AM. SOC. CIV. ENG., J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1981; VOL. 107; NO 1; PP. 165-179; BIBL. 18 REF.Article

BUCKLING AND INITIAL POST-BUCKLING BEHAVIOR OF THIN-WALLED I COLUMNSSZYMCZAK C.1980; COMPUTERS AND STRUCT.; GBR; DA. 1980; VOL. 11; NO 6; PP. 481-487; BIBL. 14 REF.Article

A DESIGN METHOD FOR PREDICTING THE COLLAPSE BEHAVIOUR OF PLATE GIRDER.ROCKEY KC; EVANS HR; PORTER DM et al.1978; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1978; VOL. 65; NO 3; PP. 85-112; BIBL. 25 REF.Article

LATERAL BRUCKLING OF PLANE TRUSSES WITH PARALLEL CHORDS AND HINGED JOINTS.TARNAI T.1977; ACTA TECH. ACAD. SCI. HUNGAR.; HUN; DA. 1977; VOL. 85; NO 1-2; PP. 179-196; ABS. GER/RUS; BIBL. 9 REF.Article

CALCULATION OF THE STATE OF STRESS IN THE THIN-WALLED CASING CONSTRUCTIONS AT SOME KINDS OF LOADING WITH THE METHOD OF THE CUT-OUT OF I-BEAM.TREBUNA F.1977; ZBOR. VED. PRAC. VYS. SK. TECH. KOSSICIACH; CSK; DA. 1977; NO 2; PP. 71-81; ABS. SLO/ENG/RUS; BIBL. 3 REF.Article

OTTIMIZZAZIONE DI UNA STRUTTURA IPERSTATICA RIGIDO-PERFETTAMENTE PLASTICA. = OPTIMISATION D'UNE STRUCTURE HYPERSTATIQUE RIGIDE PARFAITEMENT PLASTIQUECAPELO A.1976; BOLL. UN. MAT. ITAL.; ITAL.; DA. 1976; VOL. 13; NO 1; PP. 55-91; ABS. ANGL.; BIBL. 10 REF.Article

DETERMINATION DE LA MOINDRE SURFACE DE LA SECTION TRANSVERSALE D'UNE BARRE SOUMISE A UNE COMPRESSION CENTRALEKOCHETOV VP.1978; STROITEL. MEKH. RASCHET SOORUZH.; SUN; DA. 1978; NO 6; PP. 62-68; BIBL. 6 REF.Article

ANALYSIS OF STRUCTURAL MEMBERS UNDER POINT LOADINGSCOLE EH JR; CONWAY HD.1978; INTERNATION. J. MECH. SCI.; GBR; DA. 1978; VOL. 20; NO 9; PP. 571-579; BIBL. 6 REF.Article

POST-BUCKLING OF REDUNDANT I-BEAMS.WOOLCOCK ST; TRAHAIR NS.1976; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 2; PP. 293-312; BIBL. 20 REF.Article

THE ATLANTIS DIESEL ENGINE PROJECTBECKURTS HH.1982; S. AFR. MECH. ENG.; ISSN 0038-2442; ZAF; DA. 1982; VOL. 32; NO 1; PP. 9-13Article

PLASTIC YIELDING OF I-BEAMS UNDER SHEAR, AND SHEAR AND AXIAL LOADING.RANSHI AS; CHITKARA NR; JOHNSON W et al.1976; INTERNATION. J. MECH. SCI.; G.B.; DA. 1976; VOL. 18; NO 7-8; PP. 375-385; H.T. 1; BIBL. 27 REF.Article

POUTRES A SECTION I EN "FORME DE TOIT"DUMITRESCU I; MUHLBACHER R; GNADIG A et al.1976; BUL. INST. POLITEH. IASI, 5; ROMAN.; DA. 1976; VOL. 22; NO 3-4; PP. 55-60; H.T. 1; ABS. ALLEM.; BIBL. 3 REF.Article

STABILITE D'UNE PLANCHE EN DOUBLE T SOUMISE A UNE COMPRESSION NON UNIFORMEBROUDE BM; MOISEEV VI.1976; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1976; NO 5; PP. 41-43; BIBL. 5 REF.Article

LOCAL AND MEMBER BUCKLING OF H-COLUMNS.YOSHIDA H; MAEGAWA K.1978; J. STRUCT. MECH.; U.S.A.; DA. 1978; VOL. 6; NO 1; PP. 1-27; BIBL. 18 REF.Article

GAUCHISSEMENT DES POUTRES CONTINUESLUBINSKI M; GIZEJOWSKI M.1978; ARCH. INZYNIER. LAD.; POLSKA; DA. 1978; VOL. 24; NO 1; PP. 99-118; ABS. RUSSE ANGL.; BIBL. 13 REF.Article

NOMOGRAMME ZUR ERMITTLUNG DER KIPPSPANNUNGEN VON I. TRAEGERN MIT KOMBINIERTER BELASTUNG. = NOMOGRAMME PERMETTANT LA RECHERCHE DES CONTRAINTES DE DEVERSEMENT DES POUTRES EN I SOUS CHARGEMENT COMBINEGRUENBERG D.1977; BAUPLAN. BAUTECH.; DTSCH.; DA. 1977; NO 12; PP. 562-565; BIBL. 7 REF.Article

BESTIMMEN DER TORSIONSQUERSCHNITTSGROESSEN UND SPANNUNGEN AUS TORSION FUER PROFILE MIT DUENNWANDIGEM OFFENEM T(1)-, T(3)-ODER I(H)-QUERSCHNITT. II = DETERMINATION DES DONNEES CARACTERISTIQUES DE TORSION, SUIVANT LA SECTION, ET DE TENSIONS LORS DE LA TORSION DE PROFILES A PAROI MINCE OUVERTS PRESENTANT DES SECTIONS EN T, EN I ET EN I A AILES INEGALESWAGNER L.1982; HEBEZENGE FOERDERMITTEL; ISSN 0017-9442; DDR; DA. 1982; VOL. 22; NO 7; PP. 223-224Article

LFD CRITERIA FOR COMPOSITE STEEL I-BEAM BRIDGES = ADAPTATION DE LA METHODE DU FACTEUR DE CHARGE AUX PONTS MIXTES A POUTRES EN ACIERHEINS CP.1980; PROC. AM. SOC. CIV. ENGRS, J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1980; VOL. 106; NO 11; PP. 2297-2312; BIBL. 11 REF.Article

ULTIMATE LOAD BEHAVIOR OF CURVED I-BEAMS = COMPORTEMENT A LA LIMITE DE RUPTURE DE POUTRES COURBES EN IFUKUMOTO Y; NISHIDA S.1981; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; USA; DA. 1981; VOL. 107; EM2; PP. 367-385; BIBL. 13 REF.Article

CHARGE LIMITE D'UNE BARRE COMPRIMEE EXCENTRIQUEMENT, AVEC PAROI SOUPLEBROUDE BM; KORCHAK MD.1979; STROITEL. MEKH. RASCHET SOORUZH.; SUN; DA. 1979; NO 4; PP. 30-34; BIBL. 6 REF.Article

LATERAL BUCKLING OF PLANE TRUSSES WITH PARALLEL CHORDS, KINGED JOINTS, SIMPLE FORKED SUPPORT AT BOTH ENDSTARNAI T.1978; ACTA TECH. ACAD. SCI. HUNG.; ISSN 0001-7035; HUN; DA. 1978 PUBL. 1979; VOL. 87; NO 3-4; PP. 425-439; ABS. GERArticle

ANALYSIS OF SOME DOUBLE LAYER GRIDS.COLLINGS AG.1976; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 8; PP. 1591-1608; BIBL. 6 REF.Article

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