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BRID: Forensic Investigation of Out-of-plane Vibrations in the Webs of Plate GirdersCLEARY, John; HUCKELBRIDGE, Arthur.Materials evaluation. 2011, Vol 69, Num 3, pp 354-362, issn 0025-5327, 9 p.Article

Non-uniform torsion of short bars having sections with only one axis of symmetryDAS TALUKDER, N. K; DWIVEDI, J. P.Mechanics research communications. 1987, Vol 14, Num 1, pp 43-49, issn 0093-6413Article

Equations des vibrations des tiges, pour ingénieursBOBROVNITSKIJ, YU. I; MAL'TSEV, K. I.Akustičeskij žurnal. 1983, Vol 29, Num 4, pp 428-434Article

A consistent approach to linear stability of thin-walled beams of open sectionLAUDIERO, F; ZACCARIA, D.International journal of mechanical sciences. 1988, Vol 30, Num 7, pp 503-515, issn 0020-7403Article

Multiple interaction and localization phenomena in the postbuckling of compressed thin-walled membersLUONGO, A; PIGNATARO, M.AIAA journal. 1988, Vol 26, Num 11, pp 1395-1402, issn 0001-1452Article

Beam element matrices derived from Vlasov's theory of open thin-walled elastic beamsFRIBERG, P. O.International journal for numerical methods in engineering. 1985, Vol 21, Num 7, pp 1205-1228, issn 0029-5981Article

Local buckling and crippling of thin-walled composite structures under axial compressionREDDY, A. D; REHFIELD, L. W; BRUTTOMESSO, R. I et al.Journal of aircraft. 1989, Vol 26, Num 2, pp 97-102, issn 0021-8669Conference Paper

Modèle de barres anisotropes à parois mincesKOBELEV, V. V; LARICHEV, A. D.Mehanika kompozitnyh materialov. 1988, Num 1, pp 102-109, issn 0135-7492Article

Mathematical theory of composite and prestressed structuresLazić, Vera B.Posebna izdanja. 2003, isbn 86-80593-34-6, 145 p., isbn 86-80593-34-6Book

Zur geometrischen Steifigkeitsmatrix nach der Theorie zweiter Ordnung für gerade, dünnwandige Stäbe = Geometric stiffness matrix according to theory of second order for thin-walled, straight beamsSCHADE, D.Zeitschrift für Flugwissenschaften und Weltraumforschung. 1996, Vol 20, Num 5, pp 239-243, issn 0342-068XArticle

Geometric stiffness of thin-walled open section beams using a semiloof beam formulationMOTTERSHEAD, J. E.International journal for numerical methods in engineering. 1988, Vol 26, Num 10, pp 2267-2278, issn 0029-5981Article

Asymptotic solutions for warping and distorsion of thin-walled box beamsBALCH, C. D; STEELE, C. R.Journal of applied mechanics. 1987, Vol 54, Num 1, pp 165-173, issn 0021-8936Article

Shear coefficients for thin-walled composite beamsBANK, L. C.Composite structures. 1987, Vol 8, Num 1, pp 47-61, issn 0263-8223Article

An improved interactive buckling analysis of thin-walled columns having doubly symmetric sectionsSRINIVASAN SRIDHARAN; ASHRAF ALI, M.International journal of solids and structures. 1986, Vol 22, Num 4, pp 429-443, issn 0020-7683Article

Pure bending of thin-walled beams = Flexion pure de poutres à parois mincesWU, J; GOULD, P. L.Journal of engineering mechanics. 1984, Vol 110, Num 7, pp 1076-1085, issn 0733-9399Article

Alcune considerazioni sull'effetto shear leg nelle travi a cassone in parete sottile = Quelques considérations sur l'effet «shear lag» dans les poutres caisson à paroi minceDEZI, L; MENTRASTI, L.Giornale del genio civile. 1984, Vol 122, Num 7-8-9, pp 253-262, issn 0017-016XArticle

DYNAMICS OF SLENDER TAPERED BEAMS WITH INTERNAL OR EXTERNAL AXIAL FLOW. II: EXPERIMENTSHANNOYER MJ; PAIDOUSSIS MP.1979; J. APPL. MECH.; USA; DA. 1979; VOL. 46; NO 1; PP. 52-57; BIBL. 10 REF.Article

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

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

TORSION NON LIBRE DE POUTRES CYLINDRIQUES COMBINEES A SECTION OUVERTERAPP P; WRZESNIOWSKI K; WDOWICKI J et al.1975; ROZPR. INZYN.; POLSKA; DA. 1975; VOL. 23; NO 4; PP. 625-640; ABS. RUSSE ANGL.; BIBL. 8 REF.Article

POST-LOCAL-BUCKLING BEHAVIOR OF CONTINUOUS BEAMS.WANG ST; YEH SS.1974; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 6; PP. 1169-1187; BIBL. 17 REF.Article

THE LOCAL COLLAPSES OF ELASTIC THIN WALLED COLUMNSSMITH TRG; SRIDHARAN S.1980; J. STRUCT. MECH.; ISSN 0360-1218; USA; DA. 1980; VOL. 8; NO 4; PP. 471-489; BIBL. 15 REF.Article

BESTIMMUNG DER OPTIMALEN QUERSCHNITTSABMESSUNGEN DOPPELSYMMETRISCHER VOLLWANDTRAEGER. = DETERMINATION DES DIMENSIONS OPTIMALES DES SECTIONS DES POUTRES A AME PLEINE A DOUBLE SYMETRIEKOLAROW I.1976; WISSENSCH. Z. TECH. HOCHSCH. OTTO VON GUERICKE MAGDEBURG; DTSCH.; DA. 1976; VOL. 20; NO 1; PP. 51-55; BIBL. 4 REF.Article

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