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An experimental investigation into the response analysis of multistoreyed buildings

✍ Scribed by R. Radhakrishnan; M.Godwin Joseph


Publisher
Elsevier Science
Year
1980
Tongue
English
Weight
957 KB
Volume
15
Category
Article
ISSN
0360-1323

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The nonlinear vibration analysis of a directly excited cantilever beam modeled as an inextensible viscoelastic Euler-Bernoulli beam has been studied by the authors and is reported in the literature. The viscoelastic damping was modeled as Kelvin-Voigt damping, and the nonlinearities arisen from the