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RESTRAINING ACTION OF BRACING IN THIN-WALLED OPEN SECTION BEAMS. = ACTION DE CONTRAINTE DE L'ENTRETOISEMENT DE POUTRES A SECTION OUVERTE A PAROI MINCEKHAN MAH; SMITH BS.1975; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1975; VOL. 59; NO 2; PP. 67-78; BIBL. 7 REF.Article

PROBLEME DE LA STABILITE DES POUTRES OUVERTES EN COMPRESSION LONGITUDINALEGOREV VV.1980; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1980; NO 8; PP. 27-31; BIBL. 5 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

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

NONLINEAR TORSIONAL VIBRATIONS OF THIN-WALLED BEAMS OF OPEN SECTION. = VIBRATIONS TORSIONNELLES NON LINEAIRES DE POUTRES DE SECTION OUVERTE ET A PAROIS FINESRAO CK.1975; J. APPL. MECH.; U.S.A.; DA. 1975; VOL. 42; NO 1; PP. 240-242; BIBL. 10 REF.Article

Out-of-plane buckling of restrained thi rings of general open sectionTENG, J. G; LUCAS, R. M.Journal of engineering mechanics. 1994, Vol 120, Num 5, pp 929-948, issn 0733-9399Article

The bucking of thin-walled open-profile barsOJALVO, M.Journal of applied mechanics. 1989, Vol 56, Num 3, pp 633-638, issn 0021-8936Article

Nonlinear bending and collapse of long, thin, open section beams and corrugated panelsBENSON, R. C.Journal of applied mechanics. 1984, Vol 51, Num 1, pp 141-145, issn 0021-8936Article

Refined theory of torsion waves in thin-walled rods of open profileGRANIK, V. T.International applied mechanics. 1992, Vol 28, Num 2, pp 121-124, issn 1063-7095Article

Discussion of thin-walled open-profile barsGOTO, Y; WAI-FAH CHEN; NISHINO, F et al.Journal of applied mechanics. 1990, Vol 57, Num 3, pp 796-797, issn 0021-8936, 2 p.Article

Thin-walled beams with open cross-sectionLUONGO, A.Developments in civil engineering. 1991, Vol 39, pp 217-273, issn 0167-6288Article

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

Shear lag analysis for thin-walled members by displacement methodKOO, K. K; WU, X. S.Thin-walled structures. 1992, Vol 13, Num 4, pp 337-354, issn 0263-8231Article

A generalized Adadorov theory for anisotropic thin-walled beamsXI-XIAN WU; TSU-TAO LOO.Acta mechanica solida sinica. 1992, Vol 5, Num 4, pp 361-380, issn 0894-9166Article

Effect of warping on torsional vibrational of members with open cross-sectionsLI, D.-B; CHUI, Y. H; SMITH, I et al.Journal of sound and vibration. 1994, Vol 170, Num 2, pp 270-275, issn 0022-460XArticle

Stability of composite panels reinforced by rods of open profileDUDCHENKO, A. A; ELPAT'EVSKII, A. N.Mechanics of composite materials. 1991, Vol 27, Num 2, pp 223-226, issn 0191-5665Article

LARGE DISPLACEMENT THEORY OF THIN-WALLED CURVED MEMBERS AND ITS APPLICATION TO LATERAL-TORSIONAL BUCKLING ANALYSIS OF CIRCULAR ARCHESUSAMI T; KOH SY.1980; INTERNATION. J. SOLIDS STRUCT.; GBR; DA. 1980; VOL. 16; NO 1; PP. 71-95; BIBL. 26 REF.Article

SUR LE CALCUL DES SUPPORTS A SECTION EN PI , CONFIRMES AVEC UNE EXCENTRICITE BIAXIALEDUBROVSKAYA RA; ZARIF'YAN AZ.1979; STROITEL. MEKH. RASCHET SOORUZH.; SUN; DA. 1979; NO 6; PP. 41-44; BIBL. 10 REF.Article

CALCUL DES DEFORMATIONS ET PORTANCE DE POUTRES ELASTOPLASTIQUES COMPRIMEES EN DIRECTION DU CENTREZARIF'YAN AZ; DUDCHENKO AN; ARTEMOV VV et al.1977; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1977; NO 1; PP. 54-57; BIBL. 6 REF.Article

BEULEN VON L- UND U-PROFILEN IM PLATISCHEN BEREICH: VERGLEICH VON FLIESS- UND DEFORMATIONSTHEORIE = FLAMBAGE DE PROFILS EN L ET EN U DANS LE DOMAINE PLASTIQUE: COMPARAISON DE LA THEORIE DE L'ECOULEMENT ET DE LA THEORIE DE LA DEFORMATIONZICK R.1982; FORSCHUNGSBER.-DTSCH. FORSCH.-VERSUCHSANST. LUFT-RAUMFAHRT; ISSN 0171-1342; DEU; DA. 1982; NO 12; 26 P.; ABS. ENG; BIBL. 2 REF.Serial Issue

COMMENT "ON DYNAMIC RESPONSE OF A STRUCTURAL PANEL BY BOLOTIN'S METHOD"DICKINSON SM.1979; INTERNATION. J. SOLIDS STRUCT.; GBR; DA. 1979; VOL. 15; NO 9; PP. 743-746; BIBL. 6 REF.Article

THE LATERAL-TORSIONAL BUCKLING PROBLEM REVIEWED FROM VIRTUAL DISPLACEMENT PRINCIPLES.MEEK JL; SWANNELL P.1977; CIV. ENGNG TRANS.; AUSTRAL.; DA. 1977; VOL. 19; NO 2; PP. 153-161; BIBL. 11 REF.Article

EQUATIONS FONDAMENTALES DU COMPORTEMENT DES POUTRES-COLONNES A SECTION OUVERTE ET PAROIS MINCES.VINNAKOTA S; BADOUX JC; AOSHIMA Y et al.1975; BULL. TECH. SUISSE ROMANDE; SUISSE; DA. 1975; VOL. 101; NO 26; PP. 437-445; BIBL. 40 REF.Article

PREDICTING TORSIONAL RESPONSE OF THIN-WALLED OPEN RC MEMBERSKAPAN P; COLLINS MP.1981; PROC. AM. SOC. CIV. ENG., J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1981; VOL. 107; NO 6; PP. 1107-1127; BIBL. 14 REF.Article

CALCULUL PRACTIC LA STABILITATE DINAMICA AL BARELOR CU PERETI SUBTIRI DE SECTIUNI DESCHISE, CA ELEMENTE DE REZISTENTA IN CONSTRUCTIA DE UTILAJ MINIER = LE CALCUL PRATIQUE AU STABILITE DYNAMIQUE DES BARRES A PAROIS MINCES DE SECTIONS OUVERTES, COMME DES ELEMENTS DE RESISTANCE DANS LA CONSTRUCTION D'OUTILLAGE MINIERMIHAITA G; USURELU V.1979; LUCR. STI INST. MINE PETROSANI, 2; ROM; DA. 1979; VOL. 11; PP. 96-101; ABS. FRE/ENG/GER/RUS; BIBL. 3 REF.Article

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