Large deformations of in-plane beamSAJE, M; SRPCIC, S.International journal of solids and structures. 1985, Vol 21, Num 12, pp 1181-1195, issn 0020-7683Article

Finite element analysis of curved anisotropic laminated hollow barsRAMANA MURTHY, P. V; VENKATESH, A; RAO, K. P et al.Fibre Science and Technology. 1984, Vol 20, Num 4, pp 255-272, issn 0015-0568Article

The elastic theory of thin-walled open cross sections with local deformationsTAKABATAKE, H; MATSUOKA, O.International journal of solids and structures. 1983, Vol 19, Num 12, pp 1065-1088, issn 0020-7683Article

ETUDE D'UNE FAMILLE D'ELEMENTS SPATIAUX DE BARRE COURBE DE SECTION RECTANGULAIRE VARIABLE.DERRON MH; JIROUSEK J.1976; BULL. TECH. SUISSE ROMANDE; SUISSE; DA. 1976; VOL. 102; NO 2; PP. 15-23; BIBL. 8 REF.Article

An equivalent inertia matrix for a segment of a uniform Timoshenko beam of any geometry and materialDOWNS, B.Journal of sound and vibration. 1986, Vol 105, Num 1, pp 109-120, issn 0022-460XArticle

The free vibration of compact rotating radial cantileversFOX, C. H. J.Journal of sound and vibration. 1985, Vol 98, Num 3, pp 325-336, issn 0022-460XArticle

SAINT-VENANT PROBLEMS FOR NON-HOMOGENEOUS ORTHOTROPIC SLIGHTLY CURVED BEAMS.GHEORGHITA VV.1974; REV. ROUMAINE MATH. PURES APPL.; ROUMAN.; DA. 1974; VOL. 19; NO 5; PP. 609-621; BIBL. 8 REF.Article

KRAEFTE UND FORMAENDERUNGEN AN DER QUERSTEIFE DUENNWANDIGER U-STAEBE = FORCES ET DEFORMATIONS AU NIVEAU DU RAIDISSEUR LATERAL DES POUTRES EN U A PAROIS MINCESRADAJ D; ZAFIRAKOPOLILOS N.1973; FORSCH. IM. INGR-WES.; DTSCH.; DA. 1973; VOL. 39; NO 3; PP. 69-80; ABS. ANGL.; BIBL. 28 REF.Serial Issue

LATERAL BUCKLING STRENGTH OF PLATE GIRDERS. = RESISTANCE AU FLAMBAGE LATERAL DE POUTRES A AME PLEINEYOSHIDA H.1975; ASS. INTERNATION. PONTS CHARP., MEM.; SUISSE; DA. 1975; VOL. 35; NO 2; PP. 163-182; ABS. FR. ALLEM.; BIBL. 15 REF.Article

ULTIMATE LOAD THEORIES FOR SHEAR WEBS IN THE LIGHT OF EXPERIMENTAL EVIDENCE. = THEORIES DE LA CHARGE ULTIME POUR LES AMES DE POUTRE CISAILLEES A LA LUMIERE DE L'EVIDENCE EXPERIMENTALESKALOUD M.1975; STAVEB. CAS.; CESKOSL.; DA. 1975; VOL. 23; NO 9; PP. 691-702; ABS. TCHEQUE RUSSE; BIBL. 9 REF.Article

DETERMINATION DES LIGNES D'INFLUENCE DE BIMOMENTS DANS DES POUTRES CONTINUES AU MOYEN DE LA METHODE GENERALISEE DE CROSS-BLASZKOWIAKCYWINSKI Z.1975; ZESZ. NAUK. POLITECH. GDANSK., BUDOWNICTWO LADOWE; POLSKA; DA. 1975; NO 27; PP. 65-79; ABS. ANGL. RUSSE; BIBL. 13 REF.Article

BOX-SHAPED GIRDERS. = POUTRES CAISSONNEESDJUBEK J; BALAZ I.1975; INTERNATION. J. MECH. SCI.; G.B.; DA. 1975; VOL. 17; NO 10; PP. 617-626; BIBL. 4 REF.Article

VLASOV TORSION OF ELASTIC-IDEALLY-PLASTIC BEAMS OF THIN-WALLED OPEN CROSS-SECTION. = TORSION DE VLOSOV DES POUTRES ELASTIQUES, IDEALEMENT PLASTIQUES A PAROI MINCE ET SECTION OUVERTELUNDGREN K.1976; INTERNATION. J. MECH. SCI.; G.B.; DA. 1976; VOL. 18; NO 3; PP. 105-109; BIBL. 4 REF.Article

A LONG CURVED POST-TENSIONED CONCRETE BRIDGE WITHOUT EXPANSION JOINTSCAMPBELL TI; FRANCIS LN; RICHARDSON BS et al.1975; CANAD. J. CIV. ENGNG; CANADA; DA. 1975; VOL. 2; NO 3; PP. 262-269; ABS. FR.; BIBL. 8REF.Article

INTERFERENCE ENTRE FLEXION PURE ET TORSION D'UNE POUTRE PRISMATIQUE ORTHOTROPE COMPOSITEMINASYAN RS; ALIEV ZG.1974; IZVEST. AKAD. NAUK AZERBADZH. S.S.R., FIZ.-TEKH. MAT. NAUK; S.S.S.R.; DA. 1974; NO 3; PP. 46-51; ABS. ANGL. AZERB.; BIBL. 8 REF.Article

Analysis of viscoplastic sandwich beams using influence functionsFOTIU, P; IRSCHIK, H; ZIEGLER, F et al.Mechanics of structures and machines. 1988, Vol 16, Num 1, pp 35-52, issn 0890-5452Article

Flexural behavior of a rotating sandwich tapered beamKO, C. L.AIAA journal. 1989, Vol 27, Num 3, pp 359-369, issn 0001-1452Article

The performance of pretensioned concrete beams that have cracked before transfer of prestress = Résistance de poutres en béton précontraint par prétension, qui se sont fissurées avant le transfert des charges de précontrainteGREEN, J. K; COOKSON, P. J; JOHNSON, K. A. L et al.1984, Vol 62B, Num 4, pp 79-85Article

Static analysis of three-layered sandwich cantilever beamsSHARMA, S. R; RAO, D. K.Journal of vibration, acoustics, stress, and reliability in design. 1984, Vol 106, Num 4, pp 501-507, issn 0739-3717Conference Paper

EFFECT OF GEOMETRICAL NONLINEARITY ON THE DESIGN OF FULLY STRESSED CANTILEVER I-BEAMS. = EFFET DE LA NON LINEARITE GEOMETRIQUE SUR LA CONCEPTION DE POUTRES CANTILEVER EN I COMPLETEMENT CONTRAINTESPRATHAP G; VARADAN TK.1975; J. APPL. MECH.; U.S.A.; DA. 1975; VOL. 42; NO 2; PP. 506-507Article

INTERACTIVE BUCKLING OF STRUCTURAL COMPONENTS. = FLAMBAGE INTERACTIF DES COMPOSANTS DE STRUCTURESWALKER AC.1975; SCI. PROGR.; G.B.; DA. 1975; VOL. 62; NO 248; PP. 579-597; BIBL. 9 REF.Article

SEMI-ANALYTIC METHODS FOR ROTATING TIMOSHENKO BEAMS. = METHODES SEMIANALYTIQUES POUR LES POUTRES DE TIMOSHENKO TOURNANTESSTAFFORD RO; GIURGIUTIU V.1975; INTERNATION. J. MECH. SCI.; G.B.; DA. 1975; VOL. 17; NO 11-12; PP. 719-727; BIBL. 10 REF.Article

EFFET DISTRIBUTEUR DES AILES DE POUTRE A PAROI MINCELAMPSI BB; PASHKEVICH VI.1975; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1975; NO 3; PP. 36-39; BIBL. 3 REF.Article

METHODE DE CALCUL PRATIQUE D'UNE POUTRE ELASTIQUE A PAROI MINCE DE SECTION ARBITRAIRESHIMIZU S.1975; ISHIKAWAJIMA-HARIMA ENGNG REV.; JAP.; DA. 1975; VOL. 15; NO 2; PP. 183-193; ABS. ANGL.; BIBL. 7 REF.Article

QUELQUES PROBLEMES LIES AU CALCUL DES POUTRES A PAROIS PERFOREESOGORODNOV BE; OCHINSKIJ VV; ROTSHTEJN DM et al.1975; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1975; VOL. 18; NO 10; PP. 8-12; BIBL. 7 REF.Article