Premium
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
Abstract 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.