EN
TR
DYNAMIC RESPONSES OF FOUNDATION BEAMS SUBJECTED TO TRANSVERSE LOADING ON A WINKLER SOIL BY DIRAC DISTRIBUTION THEORY
Öz
In this study, the dynamic analysis of a free beam subjected to transverse forces and moments on an elastic soil are investigated. The foundation model is based on the Winkler hypothesis. Using Dirac distribution theory, concentrated disturbances on beams are transformed to distributed loads in order to be able to use the governing differential equation established for distributed loads. An illustrative example is presented in order to demonstrate the use of the study and some of the obtained results are given in tables and figures.
Anahtar Kelimeler
Ayrıntılar
Birincil Dil
Türkçe
Konular
-
Bölüm
-
Yayımlanma Tarihi
1 Mart 2010
Gönderilme Tarihi
29 Ağustos 2014
Kabul Tarihi
-
Yayımlandığı Sayı
Yıl 2010 Cilt: 5 Sayı: 2
APA
Kahraman, S., & Saatcı, A. (2010). DYNAMIC RESPONSES OF FOUNDATION BEAMS SUBJECTED TO TRANSVERSE LOADING ON A WINKLER SOIL BY DIRAC DISTRIBUTION THEORY. Engineering Sciences, 5(2), 129-142. https://doi.org/10.12739/nwsaes.v5i2.5000067081
AMA
1.Kahraman S, Saatcı A. DYNAMIC RESPONSES OF FOUNDATION BEAMS SUBJECTED TO TRANSVERSE LOADING ON A WINKLER SOIL BY DIRAC DISTRIBUTION THEORY. Engineering Sciences. 2010;5(2):129-142. doi:10.12739/nwsaes.v5i2.5000067081
Chicago
Kahraman, Serap, ve Aydın Saatcı. 2010. “DYNAMIC RESPONSES OF FOUNDATION BEAMS SUBJECTED TO TRANSVERSE LOADING ON A WINKLER SOIL BY DIRAC DISTRIBUTION THEORY”. Engineering Sciences 5 (2): 129-42. https://doi.org/10.12739/nwsaes.v5i2.5000067081.
EndNote
Kahraman S, Saatcı A (01 Mart 2010) DYNAMIC RESPONSES OF FOUNDATION BEAMS SUBJECTED TO TRANSVERSE LOADING ON A WINKLER SOIL BY DIRAC DISTRIBUTION THEORY. Engineering Sciences 5 2 129–142.
IEEE
[1]S. Kahraman ve A. Saatcı, “DYNAMIC RESPONSES OF FOUNDATION BEAMS SUBJECTED TO TRANSVERSE LOADING ON A WINKLER SOIL BY DIRAC DISTRIBUTION THEORY”, Engineering Sciences, c. 5, sy 2, ss. 129–142, Mar. 2010, doi: 10.12739/nwsaes.v5i2.5000067081.
ISNAD
Kahraman, Serap - Saatcı, Aydın. “DYNAMIC RESPONSES OF FOUNDATION BEAMS SUBJECTED TO TRANSVERSE LOADING ON A WINKLER SOIL BY DIRAC DISTRIBUTION THEORY”. Engineering Sciences 5/2 (01 Mart 2010): 129-142. https://doi.org/10.12739/nwsaes.v5i2.5000067081.
JAMA
1.Kahraman S, Saatcı A. DYNAMIC RESPONSES OF FOUNDATION BEAMS SUBJECTED TO TRANSVERSE LOADING ON A WINKLER SOIL BY DIRAC DISTRIBUTION THEORY. Engineering Sciences. 2010;5:129–142.
MLA
Kahraman, Serap, ve Aydın Saatcı. “DYNAMIC RESPONSES OF FOUNDATION BEAMS SUBJECTED TO TRANSVERSE LOADING ON A WINKLER SOIL BY DIRAC DISTRIBUTION THEORY”. Engineering Sciences, c. 5, sy 2, Mart 2010, ss. 129-42, doi:10.12739/nwsaes.v5i2.5000067081.
Vancouver
1.Serap Kahraman, Aydın Saatcı. DYNAMIC RESPONSES OF FOUNDATION BEAMS SUBJECTED TO TRANSVERSE LOADING ON A WINKLER SOIL BY DIRAC DISTRIBUTION THEORY. Engineering Sciences. 01 Mart 2010;5(2):129-42. doi:10.12739/nwsaes.v5i2.5000067081