BibTex RIS Kaynak Göster

ÇEŞİTLİ YAPI TİPLERİ İÇİN İZİN VERİLEBİLİR FARKLI OTURMA SINIRLARININ DERİN KİRİŞ MODELİ İLE BELİRLENMESİ

Yıl 2008, Cilt: 23 Sayı: 4, 0 - , 18.02.2013

Öz

Zemin-yapı etkileşimi problemlerinde, temellerde oluşan farklı oturmalar, hasarlarda etkin olan faktörlerin başında gelir. Bu sebeple, özellikle 1950’li yıllardan itibaren, birçok araştırmacı tarafından izin verilebilir hareket sınırlarını belirleyen kriterler ortaya konmaya çalışılmış, fakat özellikle problemi etkileyen çok sayıda değişken sebebiyle bu kriterler üzerinde tam bir anlaşma sağlanamamıştır. Bu çalışmada, öncelikle literatürdeki izin verilebilir farklı oturma tanımları ve bu tanımlara ilişkin sınırlar gözden geçirilmiş, ardından çok sayıda vaka analizi Burland ve diğerleri [1] tarafından önerilen hasar seviyeleri ve derin kiriş modeli [2] ışığında incelenmiştir. Yapılan analizler sonucunda, çerçeveli ve yığma yapılar için izin verilebilir farklı oturma sınırları, çeşitli yapısal hasar seviyelerine karşılık gelen açısal çarpılma değerleri cinsinden ifade edilerek güncellenmiştir.

Kaynakça

  • Burland, J. B., Broms, B.B ve DeMello V. F. B.,
  • “Behavior of Foundations and Structures: State of
  • the Art Report”, 9th International Conference on Soil Mechanics and Foundation
  • Engineering, Tokyo, 2, 495-546, 1977.
  • Burland, J. B. ve Wroth, C. P., “Settlement of
  • Buildings and Associated Damage”, Conference
  • on Settlement of Structures, Cambridge, 611-
  • , 1974.
  • Wahls, H. E., “Tolerable Settlements of
  • Buildings”, ASCE Journal of Geotechnical
  • Engineering Division, Cilt 107, No 11, 1489-
  • , 1981.
  • Boscardin, M. D. ve Cording, E. J., “Building
  • Response to Excavation-Induced Settlement”,
  • ASCE Journal of Geotechnical Engineering,
  • Cilt 115, No 1, 1-21, 1989.
  • Skempton, A. W. ve MacDonald, D. H., “The
  • Allowable Settlements of Buildings”,
  • Proceedings of Institution of Civil Engineers,
  • Cilt 5, 727-768, 1956.
  • Polshin, D. E. ve Tokar, R. A., “Maximum
  • Allowable Non-Uniform Settlement of
  • Structures”, 4th International Conference on
  • Soil Mechanics and Foundation Engineering,
  • London, 1, 402-405, 1957.
  • Bjerrum, L., “Discussion in Section VI”, 3rd
  • European Conference on Soil Mechanics and
  • Foundation Engineering, Wiesbaden, 2, 135-
  • , 1963.
  • Grant, R., Christian, J. T. ve Vanmarcke, E. H.,
  • “Differential Settlement of Buildings”, ASCE
  • Journal of Geotechnical Engineering Division,
  • Cilt 100, No 9, 973-991, 1974.
  • O’Rourke, T. D., Cording, E. J. ve Boscardin, M.
  • D., “Ground Movements Related to Braced
  • Excavation and Their Influence on Adjacent
  • Structures”, Report DOT-TST-76T-22, U.S.
  • Department of Transportation, Washington, D. C.,
  • -
  • Day, R. W., “Differential Movement of Slab-On-
  • Grade Structures”, ASCE Journal of
  • Performance of Constructed Facilities, Cilt 4,
  • No 4, 236-242, 1990.
  • Boone, S. J., “Ground-Movement Related
  • Building Damage”, ASCE Journal of
  • Geotechnical Engineering, Cilt 122, No 11,
  • -896, 1996.
  • Timoshenko, S., Strength of Materials, D. Van
  • Nostrand, London, 1957.
  • Fjeld, S., “Settlement Damage to a Concrete-
  • Frame Structure”, 1st European Conference on
  • Soil Mechanics and Foundation Engineering,
  • Wiesbaden, 1, 37-45, 1963.
  • Thornburn, S. ve McVicar, R. S. L.,
  • “Performance of Buildings Founded on River
  • Alluvium”, Conference on Settlement of
  • Structures, Cambridge, 425-442, 1974.
  • Vargas, M. ve Silva, F. P., “Settlement of Tall
  • Buildings in Sao Paulo and Santos”,
  • Panamerican Regional Conference on Tall
  • Buildings, Porto Alegre, 1973.
  • Burhouse, P., “Composite Action Between Brick
  • Panel Walls and Their Supporting Beams”,
  • Proceedings of Institution of Civil Engineers,
  • Cilt 43, 175-194, 1969.
  • Breth, H. ve Chambosse, G., “Settlement
  • behavior of Buildings Above Subway Tunnels in
  • Frankfurt Clay”, Conference on Settlement of
  • Structures, Cambridge, 329-336, 1974.
  • Morton, K. ve Au, E., “Settlement Observations
  • on Eight Structures in London”, Conference on
  • Settlement of Structures, Cambridge, 183-203,
  • -
  • Horn, H. M. ve Lambe, T. W., “Settlement of
  • Buildings on the MIT Campus”, ASCE Journal
  • of the Soil Mechanics and Foundations
  • Division, Cilt 90, No SM5, 181-195, 1964.
  • Tschebotarioff, G. P., “Settlement Studies of
  • Structures in Egypt”, ASCE Proceedings, 64,
  • -
  • Samuels, S. G. ve Cheney, J. E., “Long-term
  • Heave of a Building on Clay Due to Trees
  • Removal”, Conference on Settlement of
  • Structures, Cambridge, 212-220, 1974.
  • Cheney, J. E. ve Burford, D., “Damaging Uplift
  • to a Three-story Office Block Constructed on a
  • Clay Soil Following the Removal of Trees”,
  • Conference on Settlement of Structures,
  • Cambridge, 337-343, 1974.
  • Littlejohn, G. S., “Observations of Brick Walls
  • Subjected to Mining Subsidence”, Conference
  • on Settlement of Structures, Cambridge, 384-
  • , 1974.
  • Wilson, J. G., Garwood, T. G., ve Sarsby, R. W.,
  • “Settlement of Low Buildings Constructed Over
  • Peat”, Conference on Ground Movements and
  • Structures, Cardiff, 3, 526-538, 1984.
Yıl 2008, Cilt: 23 Sayı: 4, 0 - , 18.02.2013

Öz

Kaynakça

  • Burland, J. B., Broms, B.B ve DeMello V. F. B.,
  • “Behavior of Foundations and Structures: State of
  • the Art Report”, 9th International Conference on Soil Mechanics and Foundation
  • Engineering, Tokyo, 2, 495-546, 1977.
  • Burland, J. B. ve Wroth, C. P., “Settlement of
  • Buildings and Associated Damage”, Conference
  • on Settlement of Structures, Cambridge, 611-
  • , 1974.
  • Wahls, H. E., “Tolerable Settlements of
  • Buildings”, ASCE Journal of Geotechnical
  • Engineering Division, Cilt 107, No 11, 1489-
  • , 1981.
  • Boscardin, M. D. ve Cording, E. J., “Building
  • Response to Excavation-Induced Settlement”,
  • ASCE Journal of Geotechnical Engineering,
  • Cilt 115, No 1, 1-21, 1989.
  • Skempton, A. W. ve MacDonald, D. H., “The
  • Allowable Settlements of Buildings”,
  • Proceedings of Institution of Civil Engineers,
  • Cilt 5, 727-768, 1956.
  • Polshin, D. E. ve Tokar, R. A., “Maximum
  • Allowable Non-Uniform Settlement of
  • Structures”, 4th International Conference on
  • Soil Mechanics and Foundation Engineering,
  • London, 1, 402-405, 1957.
  • Bjerrum, L., “Discussion in Section VI”, 3rd
  • European Conference on Soil Mechanics and
  • Foundation Engineering, Wiesbaden, 2, 135-
  • , 1963.
  • Grant, R., Christian, J. T. ve Vanmarcke, E. H.,
  • “Differential Settlement of Buildings”, ASCE
  • Journal of Geotechnical Engineering Division,
  • Cilt 100, No 9, 973-991, 1974.
  • O’Rourke, T. D., Cording, E. J. ve Boscardin, M.
  • D., “Ground Movements Related to Braced
  • Excavation and Their Influence on Adjacent
  • Structures”, Report DOT-TST-76T-22, U.S.
  • Department of Transportation, Washington, D. C.,
  • -
  • Day, R. W., “Differential Movement of Slab-On-
  • Grade Structures”, ASCE Journal of
  • Performance of Constructed Facilities, Cilt 4,
  • No 4, 236-242, 1990.
  • Boone, S. J., “Ground-Movement Related
  • Building Damage”, ASCE Journal of
  • Geotechnical Engineering, Cilt 122, No 11,
  • -896, 1996.
  • Timoshenko, S., Strength of Materials, D. Van
  • Nostrand, London, 1957.
  • Fjeld, S., “Settlement Damage to a Concrete-
  • Frame Structure”, 1st European Conference on
  • Soil Mechanics and Foundation Engineering,
  • Wiesbaden, 1, 37-45, 1963.
  • Thornburn, S. ve McVicar, R. S. L.,
  • “Performance of Buildings Founded on River
  • Alluvium”, Conference on Settlement of
  • Structures, Cambridge, 425-442, 1974.
  • Vargas, M. ve Silva, F. P., “Settlement of Tall
  • Buildings in Sao Paulo and Santos”,
  • Panamerican Regional Conference on Tall
  • Buildings, Porto Alegre, 1973.
  • Burhouse, P., “Composite Action Between Brick
  • Panel Walls and Their Supporting Beams”,
  • Proceedings of Institution of Civil Engineers,
  • Cilt 43, 175-194, 1969.
  • Breth, H. ve Chambosse, G., “Settlement
  • behavior of Buildings Above Subway Tunnels in
  • Frankfurt Clay”, Conference on Settlement of
  • Structures, Cambridge, 329-336, 1974.
  • Morton, K. ve Au, E., “Settlement Observations
  • on Eight Structures in London”, Conference on
  • Settlement of Structures, Cambridge, 183-203,
  • -
  • Horn, H. M. ve Lambe, T. W., “Settlement of
  • Buildings on the MIT Campus”, ASCE Journal
  • of the Soil Mechanics and Foundations
  • Division, Cilt 90, No SM5, 181-195, 1964.
  • Tschebotarioff, G. P., “Settlement Studies of
  • Structures in Egypt”, ASCE Proceedings, 64,
  • -
  • Samuels, S. G. ve Cheney, J. E., “Long-term
  • Heave of a Building on Clay Due to Trees
  • Removal”, Conference on Settlement of
  • Structures, Cambridge, 212-220, 1974.
  • Cheney, J. E. ve Burford, D., “Damaging Uplift
  • to a Three-story Office Block Constructed on a
  • Clay Soil Following the Removal of Trees”,
  • Conference on Settlement of Structures,
  • Cambridge, 337-343, 1974.
  • Littlejohn, G. S., “Observations of Brick Walls
  • Subjected to Mining Subsidence”, Conference
  • on Settlement of Structures, Cambridge, 384-
  • , 1974.
  • Wilson, J. G., Garwood, T. G., ve Sarsby, R. W.,
  • “Settlement of Low Buildings Constructed Over
  • Peat”, Conference on Ground Movements and
  • Structures, Cardiff, 3, 526-538, 1984.
Toplam 97 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Bölüm Makaleler
Yazarlar

S. Oğuzhan Akbaş Bu kişi benim

Yayımlanma Tarihi 18 Şubat 2013
Gönderilme Tarihi 18 Şubat 2013
Yayımlandığı Sayı Yıl 2008 Cilt: 23 Sayı: 4

Kaynak Göster

APA Akbaş, S. O. (2013). ÇEŞİTLİ YAPI TİPLERİ İÇİN İZİN VERİLEBİLİR FARKLI OTURMA SINIRLARININ DERİN KİRİŞ MODELİ İLE BELİRLENMESİ. Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi, 23(4).
AMA Akbaş SO. ÇEŞİTLİ YAPI TİPLERİ İÇİN İZİN VERİLEBİLİR FARKLI OTURMA SINIRLARININ DERİN KİRİŞ MODELİ İLE BELİRLENMESİ. GUMMFD. Mart 2013;23(4).
Chicago Akbaş, S. Oğuzhan. “ÇEŞİTLİ YAPI TİPLERİ İÇİN İZİN VERİLEBİLİR FARKLI OTURMA SINIRLARININ DERİN KİRİŞ MODELİ İLE BELİRLENMESİ”. Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi 23, sy. 4 (Mart 2013).
EndNote Akbaş SO (01 Mart 2013) ÇEŞİTLİ YAPI TİPLERİ İÇİN İZİN VERİLEBİLİR FARKLI OTURMA SINIRLARININ DERİN KİRİŞ MODELİ İLE BELİRLENMESİ. Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi 23 4
IEEE S. O. Akbaş, “ÇEŞİTLİ YAPI TİPLERİ İÇİN İZİN VERİLEBİLİR FARKLI OTURMA SINIRLARININ DERİN KİRİŞ MODELİ İLE BELİRLENMESİ”, GUMMFD, c. 23, sy. 4, 2013.
ISNAD Akbaş, S. Oğuzhan. “ÇEŞİTLİ YAPI TİPLERİ İÇİN İZİN VERİLEBİLİR FARKLI OTURMA SINIRLARININ DERİN KİRİŞ MODELİ İLE BELİRLENMESİ”. Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi 23/4 (Mart 2013).
JAMA Akbaş SO. ÇEŞİTLİ YAPI TİPLERİ İÇİN İZİN VERİLEBİLİR FARKLI OTURMA SINIRLARININ DERİN KİRİŞ MODELİ İLE BELİRLENMESİ. GUMMFD. 2013;23.
MLA Akbaş, S. Oğuzhan. “ÇEŞİTLİ YAPI TİPLERİ İÇİN İZİN VERİLEBİLİR FARKLI OTURMA SINIRLARININ DERİN KİRİŞ MODELİ İLE BELİRLENMESİ”. Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi, c. 23, sy. 4, 2013.
Vancouver Akbaş SO. ÇEŞİTLİ YAPI TİPLERİ İÇİN İZİN VERİLEBİLİR FARKLI OTURMA SINIRLARININ DERİN KİRİŞ MODELİ İLE BELİRLENMESİ. GUMMFD. 2013;23(4).