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Evaluation of Earthquake Behaviour of Reinforced Concrete Frame Buildings by Nonlinear Methods

Yıl 2021, Cilt: 2 Sayı: 2, 27 - 35, 16.03.2021

Öz

Almost all of our country is within the domains of active faults. Due to urbanization and population growth, the devastating effect of the earthquake is increasing every day. For this reason, it is of great importance to determine the earthquake performances of the structures and to build earthquake resistant structures according to the determined performances. Earthquake-resistant structure the main purpose of the design is to provide sufficient resistance to future loads throughout the life of the structure. In the designs made, the biggest challenges faced are the identification of the effects caused by the earthquake. Linear and nonlinear analysis methods are used in the design of structural systems. Today, they are nonlinear analyses in the field of time-definition, which best reflect the modeling of real behavior and structural seismic behavior. As part of this study, nonlinear pushover and dynamic analysis were performed in terms of studying the earthquake behavior of a concrete frame building. As a result of these analyses, it was seen which analysis method is appropriate in terms of determining the earthquake behavior of the structure more accurately.

Kaynakça

  • Bayat, M., Daneshjoo, F., Nisticò, N. 2017. The effect of different intensity measures and earthquake directions on the seismic assessment of skewed highway bridges. Earthquake Engineering and Engineering Vibration, 16(1), 165-179.
  • Burton, H.V.; Deierlein, G.G.; Mar, D.; Mosalam, K.M.; Rodgers, J.; Gnay, S.: Rocking spine for enhanced seismic performance of reinforced concrete frames with infills. J. Struct. Eng. 142(11), 04016096 (2016).
  • Çavdar Ö., 2019. Investigation of the earthquake performance of a reinforced concrete shear ‎wall hotel using nonlinear methods, International Journal of Science and Engineering ‎Applications, 8-12, 509-516‎
  • Dervişoğlu, Z. (2006). Theory comparison without method of performance evaluation of reinforced concrete buildings affected by earthquakes. Master Thesis. Balıkesir University, Institute of Science and Technology, Balıkesir, Turkey, 235 s.
  • Goel R. K., Chopra A. K. Evaluation of modal and FEMA pushover analyses: SAC buildings. Earthquake Spectra, Vol. 20, Issue 1, 2004, p. 225-254.
  • Işık, E. and Velioğlu, E. (2017). A study on the consistency of different methods used in structural analysis. Afyon Kocatepe University Journal of Science and Engineering Sciences, 17(1), 1055-1065. https://www.doi.org/10.5578/fmbd.66120.
  • Karabulut, A. (2011). Comparison of nonlinear analysis methods defined in TBDY2007 regulation and FEMA 440 report for existing reinforced concrete buildings. Master Thesis. İstanbul Teknik University, Institute of Science and Technology, İstanbul, Turkey, 331 s.
  • Kayhan, A. H. and Demir, A. (2015). Comparison of maximum displacement demands obtained by nonlinear static and dynamic analysis in single degree of freedom systems. Turkey Earthquake Engineering and Seismology third Conference, İzmir, 14-16 October, 1-14.
  • Korkmaz, A., Uçar, T. (2005). Performance based analysis of reinforced concrete structures. Earthquake Symposium, Kocaeli, 23-25 Mart, 430-432.
  • Liu, S. W., Bai, R., Chan, S. L. 2016. Dynamic time-history elastic analysis of steel frames using one element per member. Structures, 8, 300-309.
  • Nobahar, E.; Farahi, M.; Mofid, M.: Quantification of seismic performance factors of the buildings consisting of disposable knee bracing frames. J. Constr. Steel Res. 124, 132–141 (2016).
  • Öncü, M. E. and Yön, S. M. (2016). Evaluation of the earthquake behavior of reinforced concrete buildings by the method of incremental dynamic analysis. Dicle University Faculty of Engineering Journal of Engineering, 7(1), 23-32.
  • SAP2000 V21.1.0, 2019: Structural Analysis Program, Computers and Structures Inc., Berkeley, ‎California
  • TBEC-2018, (Turkish Building Earthquake Code), Specifications for buildings to be built in ‎seismic areas. Ministry of Public Works and Settlement, Ankara, Turkey
  • Tuncer, Ö. (2008). Determination of earthquake performance of reinforced concrete structures by linear and nonlinear methods. Master Thesis. İstanbul Technical University, Institute of Science and Technology, İstanbul, Turkey, 300 s.
  • Yılmaz, C. (2008). Performance evaluation of an existing reinforced concrete structure with static push analysis. Master Thesis. İstanbul Technical University, Institute of Science and Technology, İstanbul, Turkey, 111 s.
  • Zhou, Y., Ge, P., Han, J., Lu, Z. 2017. Vector-valued intensity measures for incremental dynamic analysis. Soil Dynamics and Earthquake Engineering, 100, 380-388.
Yıl 2021, Cilt: 2 Sayı: 2, 27 - 35, 16.03.2021

Öz

Teşekkür

Çalışmamda gösterdikleri ilgi ve desteklerinden dolayı Arş. Gör. Muhammed SARI'ya ve Dr. Öğr. Üyesi Ali Gürbüz teşekkürlerimi sunarım.

Kaynakça

  • Bayat, M., Daneshjoo, F., Nisticò, N. 2017. The effect of different intensity measures and earthquake directions on the seismic assessment of skewed highway bridges. Earthquake Engineering and Engineering Vibration, 16(1), 165-179.
  • Burton, H.V.; Deierlein, G.G.; Mar, D.; Mosalam, K.M.; Rodgers, J.; Gnay, S.: Rocking spine for enhanced seismic performance of reinforced concrete frames with infills. J. Struct. Eng. 142(11), 04016096 (2016).
  • Çavdar Ö., 2019. Investigation of the earthquake performance of a reinforced concrete shear ‎wall hotel using nonlinear methods, International Journal of Science and Engineering ‎Applications, 8-12, 509-516‎
  • Dervişoğlu, Z. (2006). Theory comparison without method of performance evaluation of reinforced concrete buildings affected by earthquakes. Master Thesis. Balıkesir University, Institute of Science and Technology, Balıkesir, Turkey, 235 s.
  • Goel R. K., Chopra A. K. Evaluation of modal and FEMA pushover analyses: SAC buildings. Earthquake Spectra, Vol. 20, Issue 1, 2004, p. 225-254.
  • Işık, E. and Velioğlu, E. (2017). A study on the consistency of different methods used in structural analysis. Afyon Kocatepe University Journal of Science and Engineering Sciences, 17(1), 1055-1065. https://www.doi.org/10.5578/fmbd.66120.
  • Karabulut, A. (2011). Comparison of nonlinear analysis methods defined in TBDY2007 regulation and FEMA 440 report for existing reinforced concrete buildings. Master Thesis. İstanbul Teknik University, Institute of Science and Technology, İstanbul, Turkey, 331 s.
  • Kayhan, A. H. and Demir, A. (2015). Comparison of maximum displacement demands obtained by nonlinear static and dynamic analysis in single degree of freedom systems. Turkey Earthquake Engineering and Seismology third Conference, İzmir, 14-16 October, 1-14.
  • Korkmaz, A., Uçar, T. (2005). Performance based analysis of reinforced concrete structures. Earthquake Symposium, Kocaeli, 23-25 Mart, 430-432.
  • Liu, S. W., Bai, R., Chan, S. L. 2016. Dynamic time-history elastic analysis of steel frames using one element per member. Structures, 8, 300-309.
  • Nobahar, E.; Farahi, M.; Mofid, M.: Quantification of seismic performance factors of the buildings consisting of disposable knee bracing frames. J. Constr. Steel Res. 124, 132–141 (2016).
  • Öncü, M. E. and Yön, S. M. (2016). Evaluation of the earthquake behavior of reinforced concrete buildings by the method of incremental dynamic analysis. Dicle University Faculty of Engineering Journal of Engineering, 7(1), 23-32.
  • SAP2000 V21.1.0, 2019: Structural Analysis Program, Computers and Structures Inc., Berkeley, ‎California
  • TBEC-2018, (Turkish Building Earthquake Code), Specifications for buildings to be built in ‎seismic areas. Ministry of Public Works and Settlement, Ankara, Turkey
  • Tuncer, Ö. (2008). Determination of earthquake performance of reinforced concrete structures by linear and nonlinear methods. Master Thesis. İstanbul Technical University, Institute of Science and Technology, İstanbul, Turkey, 300 s.
  • Yılmaz, C. (2008). Performance evaluation of an existing reinforced concrete structure with static push analysis. Master Thesis. İstanbul Technical University, Institute of Science and Technology, İstanbul, Turkey, 111 s.
  • Zhou, Y., Ge, P., Han, J., Lu, Z. 2017. Vector-valued intensity measures for incremental dynamic analysis. Soil Dynamics and Earthquake Engineering, 100, 380-388.
Toplam 17 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Yapı Teknolojisi, İnşaat Yapım Mühendisliği
Bölüm Makaleler
Yazarlar

Tuğrul Kasap

Yayımlanma Tarihi 16 Mart 2021
Gönderilme Tarihi 17 Şubat 2021
Yayımlandığı Sayı Yıl 2021 Cilt: 2 Sayı: 2

Kaynak Göster

APA Kasap, T. (2021). Evaluation of Earthquake Behaviour of Reinforced Concrete Frame Buildings by Nonlinear Methods. Sciennovation, 2(2), 27-35.