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Effects of Asymmetry on Dynamically Loaded Foundations

Yıl 2016, Cilt: 2 Sayı: 1, 7 - 12, 30.06.2016

Öz













Dynamically loaded foundations are subjected to long-term dynamic loads besides static loads. Dynamic loads require
control of the vibration amplitudes to not to exceed the permissible limits as well as avoiding from resonance. Considering these
circumstances, symmetric system designs are done. System symmetry is provided if the system’s center of gravity and the support’s
center of rigidity are on the same vertical axis. However, this symmetry situation always cannot be maintained after the design. In
this study, effects of machine placement and support rigidity change induced deviations from symmetry on vibrations of the
dynamically loaded foundation systems are investigated.









Kaynakça

  • D. D. Barkan, Dynamics of Bases and Foundations. New York: McGraw-Hill, 1962
Yıl 2016, Cilt: 2 Sayı: 1, 7 - 12, 30.06.2016

Öz

Kaynakça

  • D. D. Barkan, Dynamics of Bases and Foundations. New York: McGraw-Hill, 1962
Toplam 1 adet kaynakça vardır.

Ayrıntılar

Konular Mühendislik
Bölüm Makaleler
Yazarlar

Ali Kuvay Güney Bu kişi benim

Turgut Öztürk

Yayımlanma Tarihi 30 Haziran 2016
Yayımlandığı Sayı Yıl 2016 Cilt: 2 Sayı: 1

Kaynak Göster

Chicago Güney, Ali Kuvay, ve Turgut Öztürk. “Effects of Asymmetry on Dynamically Loaded Foundations”. Disaster Science and Engineering 2, sy. 1 (Haziran 2016): 7-12.