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...

Full description

Saved in:
Bibliographic Details
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!