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TERSYNYR YÜKLEMEYE MARUZ WINKLER ZEMYNYNE OTURAN TEMEL KYRY?LERYNYN DIRAC DA?ILIM TEORYSY KULLANILARAK DYNAMYK ANALYZY

Year 2010, Volume: 5 Issue: 2, 129 - 142, 01.03.2010

Serap Kahraman Aydın Saatcı

Abstract

Bu çaly?mada, tersinir yüklere ve momentlere maruz elastic zemine oturan serbest bir kiri?in dinamik analizi incelenmi?tir. Temel modeli Winkler hipotezine dayalydyr. Yayyly yükler için belirlenen diferansiyel denklemin kullanylabilmesi amacyyla, kiri?teki tekil deformasyonlar Dirac da?ylym teorisi kullanarak yayyly yüklere dönü?türülmü?tür. Çaly?mayy açyklamak amacyyla tanymlayycy bir örnek sunulmu?tur ve elde edilen bazy sonuçlar tablo ve ?ekillerde verilmi?tir.

Keywords

Serbest kiri? Winkler zeminine oturan temel Dirac da?ylym teorisi dinamik tepki tekil yükler

DYNAMIC RESPONSES OF FOUNDATION BEAMS SUBJECTED TO TRANSVERSE LOADING ON A WINKLER SOIL BY DIRAC DISTRIBUTION THEORY

Year 2010, Volume: 5 Issue: 2, 129 - 142, 01.03.2010

Serap Kahraman Aydın Saatcı

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

Free beam foundation on Winkler soil Dirac distribution theory dynamic response concentrated loads

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Details

Primary Language Turkish
Journal Section Computer Engineering
Authors

Serap Kahraman This is me

Aydın Saatcı This is me

Publication Date March 1, 2010
Published in Issue Year 2010 Volume: 5 Issue: 2

Cite

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 Kahraman S, Saatcı A. DYNAMIC RESPONSES OF FOUNDATION BEAMS SUBJECTED TO TRANSVERSE LOADING ON A WINKLER SOIL BY DIRAC DISTRIBUTION THEORY. Engineering Sciences. March 2010;5(2):129-142. doi:10.12739/nwsaes.v5i2.5000067081
Chicago Kahraman, Serap, and Aydın Saatcı. “DYNAMIC RESPONSES OF FOUNDATION BEAMS SUBJECTED TO TRANSVERSE LOADING ON A WINKLER SOIL BY DIRAC DISTRIBUTION THEORY”. Engineering Sciences 5, no. 2 (March 2010): 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 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, 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 2010), 129-142. https://doi.org/10.12739/nwsaes.v5i2.5000067081.
JAMA 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, 2010, pp. 129-42, doi:10.12739/nwsaes.v5i2.5000067081.
Vancouver 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):129-42.