BibTex RIS Kaynak Göster

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

Yıl 2010, Cilt: 5 Sayı: 2, 129 - 142, 01.03.2010

Serap Kahraman Aydın Saatcı

Öz

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.

Anahtar Kelimeler

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

Yıl 2010, Cilt: 5 Sayı: 2, 129 - 142, 01.03.2010

Serap Kahraman Aydın Saatcı

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

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

Toplam 0 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Bölüm Bilgisayar Mühendisliği
Yazarlar

Serap Kahraman Bu kişi benim

Aydın Saatcı Bu kişi benim

Yayımlanma Tarihi 1 Mart 2010
Yayımlandığı Sayı Yıl 2010 Cilt: 5 Sayı: 2

Kaynak Göster

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. Mart 2010;5(2):129-142. doi:10.12739/nwsaes.v5i2.5000067081
Chicago Kahraman, Serap, ve Aydın Saatcı. “DYNAMIC RESPONSES OF FOUNDATION BEAMS SUBJECTED TO TRANSVERSE LOADING ON A WINKLER SOIL BY DIRAC DISTRIBUTION THEORY”. Engineering Sciences 5, sy. 2 (Mart 2010): 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 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, 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 (Mart 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 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, 2010, ss. 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.