Araştırma Makalesi
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Determination of Base Stresses in Rectangular Footings under Biaxial Bending

Yıl 2011, Cilt: 22 Sayı: 110, 1519 - 1535, 01.03.2011

Öz

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Kaynakça

  • l] Köseoğlu, S., Foundations — Statics and Construction, Matbaa Teknisyenleri Printing House, Istanbul, 1986, (In Turkish).
  • Ersoy, U., Reinforced Concrete Floors and Foundations, Evrim Publishing House, Ankara, 1995, (In Turkish).
  • Celep, Z., Kumbasar, N., Reinforced Concrete Structures, Sema Printing, Istanbul, 1996, (In Turkish).
  • Aka, İ., Keskinel, F., Çılı, F., Çelik, 0. C., Reinforced Concrete, Birsen Publishing House, Istanbul, 2001, (In Turkish).
  • Trupia, A., Saygun, A. — Reinforced Concrete Shallow Foundations, Nobel Printing & Distribution, Ankara, 2009, (In Turkish).
  • SpeciŞcation for Buildings to be Constructed in Seismic Regions, Ministry of Public Works and Settlements, Ankara, March 2007, (In Turkish).
  • DIN 1054 — 1976, Foundation Ground — Safety Loads of Foundation Ground, Bulletin of Ministry of Public Works and Settlements, No. 81, Ankara, 1984, (In Turkish).
  • Loser, B., Löser — Bemessungsverfahren, Verlag von Wilhehn Ernst & Sohn, Berlin, 1948.

Determination of Base Stresses in Rectangular Footings under Biaxial Bending

Yıl 2011, Cilt: 22 Sayı: 110, 1519 - 1535, 01.03.2011

Öz

All the footings of buildings in seismic regions are to be designed according to biaxial bending moments. The purpose of this paper is to develop a general method for calculating the base pressures of rectangular footings under biaxial bending. First the footings which are exposed to large eccentricity are classified according to the shape of the pressure region. Then the formulation given by Löser for the design of rectangular columns subjected to biaxial bending are generalized and applied to the calculation of base stresses. Since the position of the neutral axis is not known initially, a process of successive approximations is developed. The application of the computation procedure is demonstrated on a numerical example. 

Kaynakça

  • l] Köseoğlu, S., Foundations — Statics and Construction, Matbaa Teknisyenleri Printing House, Istanbul, 1986, (In Turkish).
  • Ersoy, U., Reinforced Concrete Floors and Foundations, Evrim Publishing House, Ankara, 1995, (In Turkish).
  • Celep, Z., Kumbasar, N., Reinforced Concrete Structures, Sema Printing, Istanbul, 1996, (In Turkish).
  • Aka, İ., Keskinel, F., Çılı, F., Çelik, 0. C., Reinforced Concrete, Birsen Publishing House, Istanbul, 2001, (In Turkish).
  • Trupia, A., Saygun, A. — Reinforced Concrete Shallow Foundations, Nobel Printing & Distribution, Ankara, 2009, (In Turkish).
  • SpeciŞcation for Buildings to be Constructed in Seismic Regions, Ministry of Public Works and Settlements, Ankara, March 2007, (In Turkish).
  • DIN 1054 — 1976, Foundation Ground — Safety Loads of Foundation Ground, Bulletin of Ministry of Public Works and Settlements, No. 81, Ankara, 1984, (In Turkish).
  • Loser, B., Löser — Bemessungsverfahren, Verlag von Wilhehn Ernst & Sohn, Berlin, 1948.
Toplam 8 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm Makale
Yazarlar

Günay Özmen Bu kişi benim

Yayımlanma Tarihi 1 Mart 2011
Gönderilme Tarihi 18 Haziran 2015
Yayımlandığı Sayı Yıl 2011 Cilt: 22 Sayı: 110

Kaynak Göster

APA Özmen, G. (2011). Determination of Base Stresses in Rectangular Footings under Biaxial Bending. Teknik Dergi, 22(110), 1519-1535.
AMA Özmen G. Determination of Base Stresses in Rectangular Footings under Biaxial Bending. Teknik Dergi. Mart 2011;22(110):1519-1535.
Chicago Özmen, Günay. “Determination of Base Stresses in Rectangular Footings under Biaxial Bending”. Teknik Dergi 22, sy. 110 (Mart 2011): 1519-35.
EndNote Özmen G (01 Mart 2011) Determination of Base Stresses in Rectangular Footings under Biaxial Bending. Teknik Dergi 22 110 1519–1535.
IEEE G. Özmen, “Determination of Base Stresses in Rectangular Footings under Biaxial Bending”, Teknik Dergi, c. 22, sy. 110, ss. 1519–1535, 2011.
ISNAD Özmen, Günay. “Determination of Base Stresses in Rectangular Footings under Biaxial Bending”. Teknik Dergi 22/110 (Mart 2011), 1519-1535.
JAMA Özmen G. Determination of Base Stresses in Rectangular Footings under Biaxial Bending. Teknik Dergi. 2011;22:1519–1535.
MLA Özmen, Günay. “Determination of Base Stresses in Rectangular Footings under Biaxial Bending”. Teknik Dergi, c. 22, sy. 110, 2011, ss. 1519-35.
Vancouver Özmen G. Determination of Base Stresses in Rectangular Footings under Biaxial Bending. Teknik Dergi. 2011;22(110):1519-35.