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View Crush Mechanics of Thin-Walled Tubes By Dai-heng Chen

Crush Mechanics of Thin-Walled Tubes

Crush Mechanics of Thin-Walled Tubes

By Dai-heng Chen

View Flexural-Torsional Buckling of Structures By N. S. Trahair

Flexural-Torsional Buckling of Structures

Flexural-Torsional Buckling of Structures

By N. S. Trahair

View Buckling of thin metal structures By J. G. Teng
Cover of Buckling of thin metal structures by j. g. teng

Buckling of thin metal structures

By J. G. Teng

View Compressive buckling of simply supported curved plates and cylinders of sandwich construction By Manuel Stein

Compressive buckling of simply supported curved plates and cylinders of sandwich construction

Compressive buckling of simply supported curved plates and cylinders of sandwich construction

By Manuel Stein

View Effect of normal pressure on the critical compressive and shear stress of curved sheet By Norman Rafel

Effect of normal pressure on the critical compressive and shear stress of curved sheet

Effect of normal pressure on the critical compressive and shear stress of curved sheet

By Norman Rafel

View Effect of normal pressure on the critical compressive stress of curved sheet By Norman Rafel

Effect of normal pressure on the critical compressive stress of curved sheet

Effect of normal pressure on the critical compressive stress of curved sheet

By Norman Rafel

View Charts for calculation of the critical compressive stress for local instability of idealized web- and T-stiffened panels By Rolla B. Boughan

Charts for calculation of the critical compressive stress for local instability of idealized web- and T-stiffened panels

Charts for calculation of the critical compressive stress for local instability of idealized web- and T-stiffened panels

By Rolla B. Boughan

View Principles of moment distribution applied to stability of structures composed of bars or plates By Eugene E. Lundquist

Principles of moment distribution applied to stability of structures composed of bars or plates

Principles of moment distribution applied to stability of structures composed of bars or plates

By Eugene E. Lundquist

View Tables of stiffness and carry-over factor for flat rectangular plates under compression By W. D. Kroll

Tables of stiffness and carry-over factor for flat rectangular plates under compression

Tables of stiffness and carry-over factor for flat rectangular plates under compression

By W. D. Kroll

View Critical combinations of shear and longitudinal direct stress for long plates with transverse curvature By S. B. Batdorf

Critical combinations of shear and longitudinal direct stress for long plates with transverse curvature

Critical combinations of shear and longitudinal direct stress for long plates with transverse curvature

By S. B. Batdorf

View A Method of calculating the compressive strength of Z-stiffened panels that develop local instability By George L. Gallaher

A Method of calculating the compressive strength of Z-stiffened panels that develop local instability

A Method of calculating the compressive strength of Z-stiffened panels that develop local instability

By George L. Gallaher

View The stability under longitudinal compression of flat symmetric corrugated-core sandwich plates with simply supported loaded edges and simply supported or clamped unloaded edges By Paul Seide

The stability under longitudinal compression of flat symmetric corrugated-core sandwich plates with simply supported loaded edges and simply supported or clamped unloaded edges

The stability under longitudinal compression of flat symmetric corrugated-core sandwich plates with simply supported loaded edges and simply supported or clamped unloaded edges

By Paul Seide

View Structures of thin sheet metal By Wagner, Herbert

Structures of thin sheet metal

Structures of thin sheet metal

By Wagner, Herbert

View The effect of internal pressure on the buckling stress of thin-walled circular cylinders under torsion By Harold Crate

The effect of internal pressure on the buckling stress of thin-walled circular cylinders under torsion

The effect of internal pressure on the buckling stress of thin-walled circular cylinders under torsion

By Harold Crate