SHELL OF REVOLUTION OF MAXIMUM STIFFNESS IN TORSION.

被引：0

作者：

Gura, N.M.

机构：

来源：

Mechanics of solids | 1979年 / 14卷 / 01期

关键词：

Compendex;

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学科分类号：

摘要：

DOMES AND SHELLS

引用

页码：123 / 128

共 19 条

[1] TESTS ONSHORT COLUMNS IN TORSION.
Pandit, G.S.
Mawal, M.B.
1600, (46):
[2] STABILITY OF VARIABLE-WALL-THICKNESS NON-LONG CYLINDRICAL SHELL IN TORSION.
Voroshnikov, V.I.
Ershov, V.V.
Soviet Aeronautics (English translation of Izvestiya VUZ, Aviatsionnaya Tekhnika), 1973, 16 (02): : 105 - 108
[3] SUPERPLASTICITY OF A ZINC-ALUMINIUM EUTECTOID IN TORSION.
Aubakirova, R.K.
Kuz'min, S.L.
Likhachev, V.A.
Myshlyayev, M.M.
Presnyakov, A.A.
Chalayev, D.P.
1600, (42):
[4] FATIGUE OF STEEL SPLINE ASSEMBLIES UNDER REVERSED TORSION.
Anon
Annals of the New York Academy of Sciences, 1973, (73002):
[5] DESIGN OF PRESTRESSED CONCRETE BEAMS SUBJECTED TO COMBINED BENDING, SHEAR AND TORSION.
Rangan, B.Vijaya
Hall, A.S.
Journal of The American Concrete Institute, 1975, 72 (03): : 89 - 93
[6] EXPERIMENTAL STUDY OF FIBRE-REINFORCED CONCRETE BEAMS UNDER PURE TORSION.
Hafeez Khan, T.A.
Sanjeeva Reddy, T.
Sadananda Murthy, Pagadala
Indian Concrete Journal, 1976, 50 (10): : 313 - 317
[7] RENORMALIZATION OF A QUANTUM FIELD THEORY MODEL IN A CURVED SPACE-TIME WITH TORSION.
Bukhbinder, I.L.
Shapiro, I.L.
1600, (28):
[8] Static Analysis of Rod-plate Structures by the Finite Element Method with Allowance for Nonfree Torsion.
Rusinski, Eugeniusz
Mechanika Teoretyczna i Stosowana, 1981, 19 (04): : 575 - 590
[9] STUDIES ON PRESTRESSED CONCRETE BEAMS IN COMBINED TORSION BENDING AND SHEAR/ VERSUCHE AN SPANNBETONBALKEN UNTER KOMBINIERTER BEANSPRUCHUNG AUS BIEGUNG, QUERKRAFT UND TORSION.
TEUTSCH, MANFRED
1982,
[10] MAXIMUM STIFFNESS BEAM-COLUMNS.
Karihaloo, B.L.
Rozprawy Inzynierskie, 1981, 29 (04): : 581 - 588

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