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Parametric Study of Dynamic Response for Deep Machine Foundation

Most of the vibrations are due to operation of machines such as reciprocating, rotary-types and hammer machines. The dynamic responses are represented as displacement and resonant frequency under certain loads. The foundation vibration caused by reciprocating machines can be analyzed using the principle of harmonic motion. The present study deals with dynamic responses and resonance conditions of piled machine foundations subjected to harmonic dynamic loads. The foundations on uniform dry sand were represented experimentally and also numerically using the finite element method (FEM)


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1 Ocak 2013 N&S Collection Icon Group International Aeryn Cartwright 20,3 x 0,3 x 26 cm 15,2 x 0,6 x 22,9 cm 21,6 x 0,6 x 27,9 cm 28 Şubat 2018 20,3 x 0,4 x 26 cm 31 Ağustos 2012 Gerardus Blokdyk 29 Ağustos 2009 20,3 x 0,2 x 26 cm 15 x 1,2 x 22 cm 3 Haziran 2009 25 Mayıs 2010 NAN RIEWALDT Kolektif
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Sürüm ayrıntıları
yazar Raid R. S. Al-Omari Hussein M. A. Al.Khuzaie Bassim J. A. Almusawi
isbn 10 3330844035
isbn 13 978-3330844032
Yayımcı Noor Publishing
Dilim İngilizce
Boyutlar ve boyutlar 15 x 1,2 x 22 cm
Tarafından yayınlandı Parametric Study of Dynamic Response for Deep Machine Foundation 27 Şubat 2017

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