EN
TR
DYNAMIC RESPONSES OF FOUNDATION BEAMS SUBJECTED TO TRANSVERSE LOADING ON A WINKLER SOIL BY DIRAC DISTRIBUTION THEORY
Abstract
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.
Keywords
Details
Primary Language
Turkish
Subjects
-
Journal Section
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Publication Date
March 1, 2010
Submission Date
August 29, 2014
Acceptance Date
-
Published in Issue
Year 2010 Volume: 5 Number: 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, and 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 (March 1, 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 and A. Saatcı, “DYNAMIC RESPONSES OF FOUNDATION BEAMS SUBJECTED TO TRANSVERSE LOADING ON A WINKLER SOIL BY DIRAC DISTRIBUTION THEORY”, Engineering Sciences, vol. 5, no. 2, pp. 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 (March 1, 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, and Aydın Saatcı. “DYNAMIC RESPONSES OF FOUNDATION BEAMS SUBJECTED TO TRANSVERSE LOADING ON A WINKLER SOIL BY DIRAC DISTRIBUTION THEORY”. Engineering Sciences, vol. 5, no. 2, Mar. 2010, pp. 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. 2010 Mar. 1;5(2):129-42. doi:10.12739/nwsaes.v5i2.5000067081