Dynamic stiffness and response analysis

DOI10.1080/02681118708806032zbMath0646.70030OpenAlexW2023249413MaRDI QIDQ3790723

Andrew Y. T. Leung

Publication date: 1987

Published in: Dynamics and Stability of Systems (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1080/02681118708806032

zbMATH Keywords

modal analysisframe structuresexpansion theoremfinite number of degrees of freedomorthogonal conditionresponse analysisdynamic stiffness methodfrequency-dependent shape functionsbeam membersdistributed excitationsinfinite number of natural modes

Mathematics Subject Classification ID

Computational methods for problems pertaining to mechanics of particles and systems (70-08) Control of mechanical systems (70Q05) Linear vibration theory (70J99)

Related Items (3)

Superelement method for transient dynamic analysis of structural systems ⋮ Non-linear vibration of frames by the incremental dynamic stiffness method ⋮ Dynamic stiffness analysis for axial-lateral-torsional vibration

Cites Work

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• An exact solution for the vibration of helical springs using a Bernoulli- Euler model
• On the solution of S(ω)x=0 by a Newtonian procedure
• Exact Bernoulli-Euler dynamic stiffness matrix for a range of tapered beams
• An accurate method of dynamic substructuring with simplified computation
• Damped second‐order Rayleigh‐Timoshenko beam vibration in space—an exact complex dynamic member stiffness matrix
• An accurate method in structural vibration analysis
• An accurate method of dynamic condensation in structural analysis
• Dynamic stiffness method for exponentially varying harmonic excitation of continuous systems
• A GENERAL ALGORITHM FOR COMPUTING NATURAL FREQUENCIES OF ELASTIC STRUCTURES

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