Beam models for predicting dynamic elastic response | Zendy

Neubert V. H. | Zendy; Rangaiah V. P. | Zendy

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Beam models for predicting dynamic elastic response

Author(s) -

Neubert V. H.,

Rangaiah V. P.

Publication year - 1981

Publication title -

earthquake engineering and structural dynamics

Language(s) - English

Resource type - Journals

SCImago Journal Rank - 2.218

H-Index - 127

eISSN - 1096-9845

pISSN - 0098-8847

DOI - 10.1002/eqe.4290090405

Subject(s) - beam (structure) , natural frequency , transient (computer programming) , range (aeronautics) , bernoulli's principle , transient response , structural engineering , frequency response , mechanics , physics , engineering , acoustics , computer science , vibration , aerospace engineering , electrical engineering , operating system

Further investigation of the three‐parameter lumped mass model for the prediction of natural frequencies and transient response of Bernoulli‐Euler clamped‐clamped beams has resulted in a revised model, which is slightly superior to the original model, as it is applicable over a wider frequency range.

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