Free vibration analysis of a timoshenko beam carrying multiple spring-mass systems by using the numerical assembly techniqe

International Journal for Numerical Methods in Engineering

Volumn 50, Issue 5, 2001, Pages 1039-1058

  Wu, Jong Shyong ^a   Chen, Der Wei ^a  

^a NATIONAL CHENG KUNG UNIVERSITY   (Taiwan)

Author keywords

Bare beam; Eigenfunction; Mode shapes; Natural frequnecies; Numerical assembly technique

Indexed keywords

TIMOSHENKO BEAMS;

BOUNDARY CONDITIONS; EIGENVALUES AND EIGENFUNCTIONS; EQUATIONS OF MOTION; INTEGRATION; MATHEMATICAL MODELS; MATRIX ALGEBRA; STRUCTURAL ANALYSIS; VIBRATIONS (MECHANICAL);

BEAMS AND GIRDERS;

BEAM;

EID: 0035916187     PISSN: 00295981     EISSN: None     Source Type: Journal    
DOI: 10.1002/1097-0207(20010220)50:5<1039::AID-NME60>3.0.CO;2-D     Document Type: Article

References (8)

1. The effect of rotatory inertia and of shear deformation on the frequency and normal mode equation of uniform beams with simple end conditions
2. Vibrations of a mass-loaded clamped-free Timoshenko beam
3. Vibration of a cantilever Timoshenko beam with a tip mass
4. Vibration of a cantilever Timoshenko beam with translational and rotational springs and with tip mass
5. Free vibration of timoshenko beams carrying elastically mounted concentrated masses
6. Influence of shear deformation and rotary inertia or vibration frequencies via Love's equations