Dynamic stiffness matrix and load functions of Timoshenko beam using the transport matrix

Computers and Structures

Volumn 79, Issue 12, 2001, Pages 1175-1185

  Alghamdi, Saeid A ^a  

^a KING FAHD UNIVERSITY OF PETROLEUM AND MINERALS   (Saudi Arabia)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; DYNAMIC LOADS; FINITE ELEMENT METHOD; NATURAL FREQUENCIES; RIGIDITY; SHEAR DEFORMATION; STIFFNESS MATRIX; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

DYNAMIC TRANSPORT MATRIX EQUATIONS; TIMOSHENKO BEAMS;

BEAMS AND GIRDERS;

EID: 0035339808     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(01)00010-4     Document Type: Article

References (19)

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3. Exact Bernoulli-Euler dynamic stiffness matrix for a range of tapered beams
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5. The effect of rotary inertia and of shear deformation on the frequency and normal mode equations of uniform beams with simple end conditions
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7. General dynamic stiffness matrix of a Timoshenko beam for transverse vibrations
8. Beam length and dynamic stiffness
9. Dynamic stiffness method for space frames under distributed harmonic loads
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11. Static analysis of helicoidal bars by the transport matrix equations
12. Exact buckling and frequency calculations surveyed
13. A general algorithm for computing natural frequencies of elastic structures
14. A numerical solution for the differential equations governing the free vibrations of helicoidal bars
15. Dynamic transport-matrix-based derivation of stiffness matrix and load functions of Timoshenko beam