Dynamic Stiffness Matrix for a Beam Element with Shear Deformation
A method for calculating the dynamic transfer and stiffness matrices for a straight Timoshenko shear beam is presented. The method is applicable to beams with arbitrarily shaped cross sections and places no restrictions on the orientation of the element coordinate system axes in the plane of the cro...
Saved in:
| Main Authors: | Walter D. Pilkey, Levent Kitiş |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
1995-01-01
|
| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.3233/SAV-1995-2206 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Influence of plastic tension chord deformation on the shear capacity of prestressed beam elements
by: Sebastian Thoma, et al.
Published: (2022-08-01) -
Finite Dynamic Elements and Modal Analysis
by: N.J. Fergusson, et al.
Published: (1993-01-01) -
CSR STORAGE METHOD OF EXTENDED FINITE ELEMENT STIFFNESS MATRIX
by: LIU YaoXi, et al.
Published: (2019-01-01) -
Bending, buckling and free vibration responses of hyperbolic shear deformable FGM beams
by: Atteshamuddin Sayyad, et al.
Published: (2018-04-01) -
Deformation of Structural Elements Made of Alloys with Reduced Resistance to Creep in Shear Direction
by: I.A. Banshchikova, et al.
Published: (2015-09-01)