Araştırma Makalesi

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

Cilt: 2 Sayı: 2 16 Mart 2021
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Evaluation of Earthquake Behaviour of Reinforced Concrete Frame Buildings by Nonlinear Methods

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.

Anahtar Kelimeler

Teşekkür

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

Kaynakça

  1. 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.
  2. 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).
  3. 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
  4. 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.
  5. 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.
  6. 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.
  7. 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.
  8. 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.

Ayrıntılar

Birincil Dil

İngilizce

Konular

Yapı Teknolojisi, İnşaat Yapım Mühendisliği

Bölüm

Araştırma Makalesi

Yazarlar

Yayımlanma Tarihi

16 Mart 2021

Gönderilme Tarihi

17 Şubat 2021

Kabul Tarihi

25 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. https://izlik.org/JA63FX88YM
AMA
1.Kasap T. Evaluation of Earthquake Behaviour of Reinforced Concrete Frame Buildings by Nonlinear Methods. Sciennovation. 2021;2(2):27-35. https://izlik.org/JA63FX88YM
Chicago
Kasap, Tuğrul. 2021. “Evaluation of Earthquake Behaviour of Reinforced Concrete Frame Buildings by Nonlinear Methods”. Sciennovation 2 (2): 27-35. https://izlik.org/JA63FX88YM.
EndNote
Kasap T (01 Mart 2021) Evaluation of Earthquake Behaviour of Reinforced Concrete Frame Buildings by Nonlinear Methods. Sciennovation 2 2 27–35.
IEEE
[1]T. Kasap, “Evaluation of Earthquake Behaviour of Reinforced Concrete Frame Buildings by Nonlinear Methods”, Sciennovation, c. 2, sy 2, ss. 27–35, Mar. 2021, [çevrimiçi]. Erişim adresi: https://izlik.org/JA63FX88YM
ISNAD
Kasap, Tuğrul. “Evaluation of Earthquake Behaviour of Reinforced Concrete Frame Buildings by Nonlinear Methods”. Sciennovation 2/2 (01 Mart 2021): 27-35. https://izlik.org/JA63FX88YM.
JAMA
1.Kasap T. Evaluation of Earthquake Behaviour of Reinforced Concrete Frame Buildings by Nonlinear Methods. Sciennovation. 2021;2:27–35.
MLA
Kasap, Tuğrul. “Evaluation of Earthquake Behaviour of Reinforced Concrete Frame Buildings by Nonlinear Methods”. Sciennovation, c. 2, sy 2, Mart 2021, ss. 27-35, https://izlik.org/JA63FX88YM.
Vancouver
1.Tuğrul Kasap. Evaluation of Earthquake Behaviour of Reinforced Concrete Frame Buildings by Nonlinear Methods. Sciennovation [Internet]. 01 Mart 2021;2(2):27-35. Erişim adresi: https://izlik.org/JA63FX88YM