Torsional behavior of human hairWOLFRAM, L. J; ALBRECHT, L.Journal of the Society of Cosmetic Chemists. 1985, Vol 36, Num 1, pp 87-99, issn 0037-9832Article

Résistance à la torsion du nitrure de silicium fritté sans pressionMATSUSUE, K; FUJISAWA, Y; TAKAHARA, K et al.Yogyo kyokaishi. 1983, Vol 91, Num 7, pp 346-348, issn 0009-0255Article

Festigkeitsnachweis biegebeanspruchter vowerformter Träger: Biegetorsion = Résistance de poutres préformées à la torsion: Flambement de torsion latérale = Capacity of pre-formed beams in bending: lateral torsional bucklingDUY, W.Der Stahlbau. 1988, Vol 57, Num 9, pp 263-268, issn 0038-9145Article

Comportamento in regime di pura torsione di elementi strutturali in conglomerato cementizio precompresso = Comportement en torsion pure d'éléments de structure en béton précontraint préfabriquéIORI, I; MARTINEZ Y CABRERA, F.Studi e ricerche ― Corso di perfezionamento per le costruzioni in cemento armato Fratelli Pasenti. 1983, Num 5, pp 167-188Article

A proposal to improve the static torsional provisions for the national building code of Canada = Proposition afin d'améliorer les dispositions nécessaires pour parer à la torsion due au tremblement de terre, dans le Code National Canadien du BâtimentTSO, W. K.Canadian journal of civil engineering (Print). 1983, Vol 10, Num 4, pp 561-565, issn 0315-1468Article

STUDIUL TORSIUNII BARELOR DE LEMN DE SECTIUNE DREPTUNZHIULATA. = ETUDE DE LA TORSION DES BARRES DE BOIS A SECTION RECTANGULAIRECURTU I.1978; REV. PADUR., INDUSTR. LEMNUL. CELULOZA HIRTIE, INDUSTR. LEMNUL.; ROM; DA. 1978; VOL. 29; NO 3; PP. 114-123; BIBL. 14 REF.Article

Einfluss von Punktversteifungen auf die Biegedrillniwlast einfachsymmetrischer Staebe = Effect of discrete bracings on the lateral torsional buwling of monosymmetrical beams = Effet d'étrésillons ponctuels sur la charge de gauchissement de poutres à symétrie simpleGOSOWSKI, B.Der Stahlbau. 1999, Vol 68, Num 5, pp 374-381, issn 0038-9145Article

Shear and torsion design = Calcul du cisaillement et de la torsionWALSH, P. F.Transactions of the Institution of Engineers, Australia. Civil engineering. 1984, Vol 26, Num 4, pp 314-318, issn 0819-0259Article

Lateral-torsional response of structures subjected to seismic waves = Déformation latérale en torsion des structures soumises à des ondes sismiquesWU, S. T; LEYENDECKER, E. V.1983, 30 p.Report

Textile composite rods operating in torsionTARNOPOL'SKII, YU. M; KULAKOV, V. L; ZAKRZHEVSKII, A. M et al.Composites science and technology. 1996, Vol 56, Num 3, pp 339-345, issn 0266-3538Article

Development of flexible borehole cable of increased strength for a voltage of 1140 VMISHAN'KINA, G. G; NIKOLAEVSKAYA, G. I; VERSHININ, A. A et al.Soviet electrical engineering. 1991, Vol 62, Num 3, pp 24-25, issn 0038-5379Article

Ideal torsional strengths and stiffnesses of carbon nanotubesERTEKIN, Elif; CHRZAN, D. C.Physical review B. Condensed matter and materials physics. 2005, Vol 72, Num 4, pp 045425.1-045425.5, issn 1098-0121Article

Twist-to-bend ratios of woody structuresVOGEL, S.Journal of experimental botany. 1995, Vol 46, Num 289, pp 981-985, issn 0022-0957Article

Torsional analysis of shear core structures with openingsCHIN-JEN CHEN; WENCHIN LIU; SHUE-MING CHERN et al.Computers & structures. 1991, Vol 41, Num 1, pp 99-104, issn 0045-7949Article

Béton précontraint: tome II: analysePILARD, André.1985, 894 p., isbn 2-89105-138-6Book

Torsionsschwing-versuche an Kunststoffen Vergleichbarkeit und Aussagekraft = Torsion pendulum trials on plasticsGAHLEITNER, M; SCHAFFER, W; PIRGOV, W et al.Kunststoffe. 1997, Vol 87, Num 3, pp 307-312, issn 0023-5563, 4 p.Article

Zur Drillsteifigkeit von trapezstegträgerm = Rigidité à la torsion de poutres en I à âme ondulée = On the torsional rigidity of I-beams with corrugated websLIPKAK, L.Bauingenieur. 1994, Vol 69, Num 3, pp 123-127, issn 0005-6650Article

Optimal triple cardan driveASEN YOTOV DASKALOV.Mechanism and machine theory. 1994, Vol 29, Num 2, pp 333-339, issn 0094-114XArticle

Wood failure under torsional loading as a function of temperatureKORAN, Z.Wood and fiber science. 1984, Vol 16, Num 1, pp 12-19, issn 0735-6161Article

Stiffener effects on torsional buckling of columns = Influence des raidisseurs sur le flambage des poteaux en torsionSVENSSON, S. E; PLUM, C. M.Journal of structural engineering (New York, NY). 1983, Vol 109, Num 3, pp 758-772, issn 0733-9445Article

AN EXPERIMENTAL STUDY OF FIBRE-REINFORCED CONCRETE BEAMS UNDER PURE TORSION.HAFEEZ KHAN TA; SANJEEVA REDDY T; PAGADALA SADANANDA MURTHY et al.1976; INDIAN CONCR. J.; INDIA; DA. 1976; VOL. 50; NO 10; PP. 314-317; BIBL. 11 REF.Article

ETUDE EXPERIMENTALE DE LA RIGIDITE ET DE LA RESISTANCE D'ASSEMBLAGE EN FORME DE DOIGT POUR L'ASSEMBLAGE DE MEMBRURES EN BOISMIYAJIMA H; IKUTA H.1976; RES. BULL. COLL. EXPER. FORESTS HOKKAIDO UNIV.; JAP.; DA. 1976; VOL. 33; NO 1; PP. 167-200; ABS. ANGL.; BIBL. 12 REF.Article

TORSIONAL PROPERTIES OF SINGLE PULP FIBERSNAITO T; USUDA M; KADOYA T et al.1980; T.A.P.P.I.; USA; DA. 1980; VOL. 63; NO 7; PP. 115-118; BIBL. 10 REF.Article

STATIC BEHAVIOR OF WIRE ROPE. = COMPORTEMENT STATIQUE DES CABLES METALLIQUESCOSTELLO GA; SINHA SK.1977; PROC. AMER. SOC. AV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 6; PP. 1011-1022; BIBL. 22 REF.Article

TORSIONAL CLASSIFICATION OF REINFORCED CONCRETE BEAMS.CHAKRABORTY M.1977; J. INSTIT. ENGRS (INDIA) CIV. ENGNG DIV.; INDIA; DA. 1977; VOL. 57; NO 6; PP. 318-322; BIBL. 4 REF.Article