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Year 2016, Volume: 6 Issue: 2, 87 - 91, 23.12.2016
https://doi.org/10.17678/beuscitech.297299

Abstract

References

  • Aydınoğlu, M. N., (2007), “A response spectrum-based nonlinear assessment tool for practice: incremental response spectrum analysis (IRSA)”, ISET Journal of Earthquake Technology, 44(1), 169-192.
  • Celep, Z., Kumbasar, N., (2007), Deprem Mühendisliğine Giriş Ve Depreme Dayanıklı Yapı Tasarımı, Beta Dağıtım, İstanbul.
  • Çağlar, N., (2016). Betonarme, http://slideplayer.biz.tr/slide/2798854/. Erişim Tarihi: 15.03.2016
  • Doğangün, A., (2013). Betonarme yapıların hesap ve tasarımı: DBYBHY-2007 TS500-2000 ve Deprem yonetmeligi-2007 ̓ye uygun. Birsen yayınevi.
  • Doran, B., Akbaş, B., Sayım, İ., Fahjan, Y., Alacalı, S.,N., (2011) “Uzun Periyotlu Bir Yapıda Yapısal Sağlık İzlemesi ve Deprem Performansının Belirlenmesi”, 1. Türkiye Deprem Mühendisliği ve Sismoloji Konferansı, 11-14 Ekim,ODTÜ, Ankara 2011.
  • Ersoy, U.,Özcebe, G. (2007). Betonarme: temel ilkeler, TS-500-2000 ve Türk deprem yönetmeliğine (1998) göre hesap. Evrim Yayınevi.
  • Fajfar, P., (1999), “Capacity spectrum method based on inelastic demand spectra”, Earthquake Engineering and Structural Dynamics, 28(9), 979-993.
  • Ilki, A., Celep, Z., (2011), “Betonarme yapıların deprem güvenliği”, 1. Türkiye Deprem Mühendisliği ve Sismoloji Konferansı, Ankara, Turkey, October.
  • Işık, E., Kutanis M., (2015). Performance based assessment for existing residential buildings in Lake Van basin and seismicity of the region. Earthquakes and Structures, 9(4), 893-910.
  • Kutanis, M., Boru, O.,E., (2014), "The need for upgrading the seismic performance objectives", Earthquakes and Structures, 7(4), 401-414.
  • Özer, E., (2007), “ Performansa Dayalı Tasarım ve Değerlendirme”, ITU, Lectures Notes.
  • Seismosoft, SeismoStruct v6.5 – A computer program for static and dynamic nonlinear analysis of framed structures. ; 2013.
  • TS1227, (1985), Deney Elekleri- Kare göz Açıklıklı, Türk Standartları Enstitüsü, Ankara.
  • TS1226 (1985), Deney Elekleri- Metal Yuvarlak veya kare delikli, Türk Standartları Enstitüsü, Ankara.
  • TS500, (2000). Betonarme Yapıların Hesap ve Yapım Kuralları. Türk Standartları Enstitüsü, Ankara.
  • Türk, K. (2011). Betonarme I Ders Notları, Harran Üniversitesi, Şanlıurfa, Turkey.
  • Ülker, M., Işık, E., Bakır, D., Karaşin, İ.B., (2016). The effects of Concrete Strength to Rigidity in RC Buildings, International Conference on Natural Science and Engineering (ICNASE-2016), Kilis, Turkey.

The Impact of Concrete Strength on the Structure Performance under Repeated Loads

Year 2016, Volume: 6 Issue: 2, 87 - 91, 23.12.2016
https://doi.org/10.17678/beuscitech.297299

Abstract

Reinforced concrete structures such as RC buildings and rigid pavement are exposed to tensions within the impact of repeated loads. Earthquake and wind load could be given as the examples for repeated loads. In this study; compression tests have been conducted under the repeated loads for the attained reinforced concrete samples. Three different samples have been prepared in the study and they have been subjected to compression test. Repetitive compression tests have been applied to each sample and loading has been continued until the concrete is in the status of not being able to bear any more loads. Structure performance analyses have been carried out for the sample reinforced concrete building selected with the use of the concrete compression strengths attained under the repeated loads. The purpose of the study is to reveal how the repeated loads affect the compression strength of the concrete. At what degree these attained concrete compression strengths affect the structure performance has been examined. 

References

  • Aydınoğlu, M. N., (2007), “A response spectrum-based nonlinear assessment tool for practice: incremental response spectrum analysis (IRSA)”, ISET Journal of Earthquake Technology, 44(1), 169-192.
  • Celep, Z., Kumbasar, N., (2007), Deprem Mühendisliğine Giriş Ve Depreme Dayanıklı Yapı Tasarımı, Beta Dağıtım, İstanbul.
  • Çağlar, N., (2016). Betonarme, http://slideplayer.biz.tr/slide/2798854/. Erişim Tarihi: 15.03.2016
  • Doğangün, A., (2013). Betonarme yapıların hesap ve tasarımı: DBYBHY-2007 TS500-2000 ve Deprem yonetmeligi-2007 ̓ye uygun. Birsen yayınevi.
  • Doran, B., Akbaş, B., Sayım, İ., Fahjan, Y., Alacalı, S.,N., (2011) “Uzun Periyotlu Bir Yapıda Yapısal Sağlık İzlemesi ve Deprem Performansının Belirlenmesi”, 1. Türkiye Deprem Mühendisliği ve Sismoloji Konferansı, 11-14 Ekim,ODTÜ, Ankara 2011.
  • Ersoy, U.,Özcebe, G. (2007). Betonarme: temel ilkeler, TS-500-2000 ve Türk deprem yönetmeliğine (1998) göre hesap. Evrim Yayınevi.
  • Fajfar, P., (1999), “Capacity spectrum method based on inelastic demand spectra”, Earthquake Engineering and Structural Dynamics, 28(9), 979-993.
  • Ilki, A., Celep, Z., (2011), “Betonarme yapıların deprem güvenliği”, 1. Türkiye Deprem Mühendisliği ve Sismoloji Konferansı, Ankara, Turkey, October.
  • Işık, E., Kutanis M., (2015). Performance based assessment for existing residential buildings in Lake Van basin and seismicity of the region. Earthquakes and Structures, 9(4), 893-910.
  • Kutanis, M., Boru, O.,E., (2014), "The need for upgrading the seismic performance objectives", Earthquakes and Structures, 7(4), 401-414.
  • Özer, E., (2007), “ Performansa Dayalı Tasarım ve Değerlendirme”, ITU, Lectures Notes.
  • Seismosoft, SeismoStruct v6.5 – A computer program for static and dynamic nonlinear analysis of framed structures. ; 2013.
  • TS1227, (1985), Deney Elekleri- Kare göz Açıklıklı, Türk Standartları Enstitüsü, Ankara.
  • TS1226 (1985), Deney Elekleri- Metal Yuvarlak veya kare delikli, Türk Standartları Enstitüsü, Ankara.
  • TS500, (2000). Betonarme Yapıların Hesap ve Yapım Kuralları. Türk Standartları Enstitüsü, Ankara.
  • Türk, K. (2011). Betonarme I Ders Notları, Harran Üniversitesi, Şanlıurfa, Turkey.
  • Ülker, M., Işık, E., Bakır, D., Karaşin, İ.B., (2016). The effects of Concrete Strength to Rigidity in RC Buildings, International Conference on Natural Science and Engineering (ICNASE-2016), Kilis, Turkey.
There are 17 citations in total.

Details

Journal Section Articles
Authors

Abdulrezzak Bakış

Mesut Özdemir This is me

Ercan Işık

Alev Akilli El This is me

Publication Date December 23, 2016
Submission Date July 21, 2016
Published in Issue Year 2016 Volume: 6 Issue: 2

Cite

IEEE A. Bakış, M. Özdemir, E. Işık, and A. A. El, “The Impact of Concrete Strength on the Structure Performance under Repeated Loads”, Bitlis Eren University Journal of Science and Technology, vol. 6, no. 2, pp. 87–91, 2016, doi: 10.17678/beuscitech.297299.