Araştırma Makalesi
Yıl 2000,
Sayı: 001, 111 - 118, 15.01.2000
Öz
Betonarme kolonlardan temellere yuk aktarmada kolon boyuna
donattstrun basinc aderanst incelenmistir. Nervurlu cubuklar ile gercek
boyutlu temeller uzerinde yap dan deneyler aderans dayantmtntn
beton bastnc mukavemeti, cubuk capt , kenetlenme yada ankra] boyu,
temel plan alant, teme/de kolon donattst cevresindeki etriyeler ve temel
cekme donattst miktartna gore degistigini gostermistir. Deney sonuclartndan
TS 500 de tanimlanan aderans gerilmelerinin cok dusuk
oldugu goriilmektedir. Bu yuzden sartnamede verilen degerlerin yukseltilmesi
onerilmektedir.
Kaynakça
- ACI STANDART 318-83, Building Code Requirements for Reinforced Concrete, American Concrete Institute, Detroit, Michigan 1983.
- AMERICAN CONCRETE INSTITUTE COMMITTEE 408, Bond Stress-The State of the Art, Proceedings of the American Concrete Institute, Vol.63 , October 1966.
- ASTILL, A.W. and AL-SAJIR, D.K., Compression Bond in Column-to-Base Joints, The Structural Engineer, Vo1.58B, March 1980.
- ASTILL, A.W., and TURAN ,M., Compression Anchorage Stresses in Bases, Bond in Concrete, Proceedings of the International Conference on Bond in Concrete, Applied Science Publishers, London 1982.
- CAIRNS, J. And ARTHUR, P.D., Strenght of Lapped Splices in Reinforced Concrete Columns, Proceedings of the American Concrete Institute, Vo1.76, February 1979.
- C.U.R. REPORT No.23, An Investigation of the Bond of Deformed Steel Bars with Concrete, Cement and Concrete Association, Translation No.112, London 1964.
- FERGUSON, P.M., and BREEN, J.E., Lapped Splices for HIgh Strenght Reinforcing Bars, Proceedings of the American Concrete Institute, Vo1.62, September 1965.
- HAWKINS, N.M., The Bearing Strength of Concrete Loaded Through Rigid Plates, Magazine of Concrete Research, Vol.20,March 1968.
- REHM, G., The Basic Principles of the Bond between Steel and Concrete Cement and Concrete Association, Translation No. 134, London 1968.
- TS 500 STANDARDI: Betonarme Yapilarm Hesap ve Yaprm Kurallarr, Turk standartlan Enstitusu, Ankara 1985.
- TURAN, M., The Strength of Column-to-Foundation Joints in Reinforced Concrete, Ph.D. Thesis, The University of Aston in Birmingam, March 1983.
Yıl 2000,
Sayı: 001, 111 - 118, 15.01.2000
Öz
Kaynakça
- ACI STANDART 318-83, Building Code Requirements for Reinforced Concrete, American Concrete Institute, Detroit, Michigan 1983.
- AMERICAN CONCRETE INSTITUTE COMMITTEE 408, Bond Stress-The State of the Art, Proceedings of the American Concrete Institute, Vol.63 , October 1966.
- ASTILL, A.W. and AL-SAJIR, D.K., Compression Bond in Column-to-Base Joints, The Structural Engineer, Vo1.58B, March 1980.
- ASTILL, A.W., and TURAN ,M., Compression Anchorage Stresses in Bases, Bond in Concrete, Proceedings of the International Conference on Bond in Concrete, Applied Science Publishers, London 1982.
- CAIRNS, J. And ARTHUR, P.D., Strenght of Lapped Splices in Reinforced Concrete Columns, Proceedings of the American Concrete Institute, Vo1.76, February 1979.
- C.U.R. REPORT No.23, An Investigation of the Bond of Deformed Steel Bars with Concrete, Cement and Concrete Association, Translation No.112, London 1964.
- FERGUSON, P.M., and BREEN, J.E., Lapped Splices for HIgh Strenght Reinforcing Bars, Proceedings of the American Concrete Institute, Vo1.62, September 1965.
- HAWKINS, N.M., The Bearing Strength of Concrete Loaded Through Rigid Plates, Magazine of Concrete Research, Vol.20,March 1968.
- REHM, G., The Basic Principles of the Bond between Steel and Concrete Cement and Concrete Association, Translation No. 134, London 1968.
- TS 500 STANDARDI: Betonarme Yapilarm Hesap ve Yaprm Kurallarr, Turk standartlan Enstitusu, Ankara 1985.
- TURAN, M., The Strength of Column-to-Foundation Joints in Reinforced Concrete, Ph.D. Thesis, The University of Aston in Birmingam, March 1983.
Toplam 11 adet kaynakça vardır.
Ayrıntılar
| Birincil Dil | Türkçe |
|---|---|
| Konular | İnşaat Mühendisliği |
| Bölüm | Makaleler |
| Yazarlar | |
| Yayımlanma Tarihi | 15 Ocak 2000 |
| Yayımlandığı Sayı | Yıl 2000 Sayı: 001 |
