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Betonarme perde duvarların farklı yapı malzemeleri açısından değerlendirilmesi

Yıl 2021, Cilt: 10 Sayı: 1, 217 - 240, 15.01.2021
https://doi.org/10.28948/ngumuh.751562

Öz

Perde duvarlar yüksel yanal rijitliklerinden dolayı deprem, rüzgâr gibi yatay kuvvetleri karşılamada en çok tercih edilen yapı elemanlarıdır. Gelişen teknoloji ile birlikte hem yapı malzemelerindeki hem de deney düzeneklerindeki gelişmeler ışığında perde duvarların farklı yöntemlerle incelenmesine olanak sağlamıştır. Bu çalışma kapsamında uzun yıllar boyunca betonarme perde duvarlar genel kabul görmüş parametreler yerine yenilikçi malzemeler ve deney koşulları bakımından ele alınmıştır. Betonarme perde duvarlar gerek lifli beton, hafif veya yüksek dayanımlı beton, FRP donatılar gibi malzemeler gerekse de donma-çözülme, korozyon, güçlendirme gibi amaçlarla irdelenmiştir. Yüksek katlı binalarda kullanımı neredeyse zorunlu hale gelen betonarme perde duvarların önümüzdeki yıllar içerisinde geleneksel çelik donatı düzeninin yerine daha yüksek mekanik ve durabilite özelliklerine sahip donatılara, geleneksel betonun yerine geleneksel betonun zayıflıklarının giderileceği özel çimento esaslı kompozitlerle üretileceği aşikârdır. Bununla birlikte tipik beton ve donatılı perde duvarlar yerine kompozit malzemelere kayacağı da beklenilmektedir. Çalışma kapsamında betonarme perde duvarların yapı malzemeleri perspektifinde davranışları ele alınmıştır.

Kaynakça

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Evaluation of RC shear walls in terms of different construction materials

Yıl 2021, Cilt: 10 Sayı: 1, 217 - 240, 15.01.2021
https://doi.org/10.28948/ngumuh.751562

Öz

Shear walls are the most preferred structural elements to resist the horizontal loads due to high lateral stiffness. With the advancing technology, it has allowed the shear walls to be examined with different methods in the light of developments in both building materials and experimental setups. RC shear walls have been examined in terms of both the materials such as fiber concrete, lightweight concrete, high-strength concrete, fiber-reinforced polymer (FRP) bars, freeze-thaw resistance, corrosion resistance, and strengthening. It is expected that RC shear walls will be produced with reinforcements with higher mechanical and durability characteristics in the coming years, instead of the conventional steel reinforcement arrangement. It is obvious that instead of conventional concrete, it will be produced with special type cement-based composites, where the weaknesses of conventional concrete will be eliminated. The paper presents the behavior of RC shear walls within the constructional materials perspective.

Kaynakça

  • [1] A. Ünal, TDY 2007'ye göre tasarlanmamış betonarme çerçevelerin düzlem dışı perde duvarla güçlendirilmesi, Yüksek Lisans Tezi, Selçuk Üniversitesi, Fen Bilimleri Enstitüsü, Konya,2012.
  • [2] E. Baş, FRP sargılı perde duvarın yükler altındaki davranışının incelenmesi, Yüksek Lisans Tezi, Pamukkale Üniversitesi, Fen Bilimleri Enstitüsü, Denizli, 2015.
  • [3] H. Şahin, K.E. Alyamaç, and A.S. Erdoğan, Perde çerçeveli yapılarda zemin sınıfı ve kat adedi dikkate alınarak gerekli perde oranının tespiti, SDU International Journal of Technological Science, 5, 1, 2013.
  • [4] Türkiye Bina Deprem Yönetmeliği, T.C. Çevre ve Şehircilik Bakanlığı, Afet ve Acil Durum Yönetimi Başkanlığı, 2019
  • [5] ISO/DIS 15673, Standart for the simplified design of structural reinforced concrete for buildings, International Organization for Standardization, Santafe de Bogota, Columbia, pp 220, 1998.
  • [6] M. S. Döndüren, and A. Karaduman, Deprem bölgelerindeki yüksek katlı betonarme yapılarda taşıyıcı sistem seçiminin kesit tesirlerine etkisi, Selçuk-Teknik Dergisi, 9, 2, 131-43, 2010.
  • [7] C.M. Chan, F. Ning, and N.C. Mickleborough, Lateral stiffness characteristics of tall reinforced concrete buildings under service loads, The Structural Design of Tall Buildings, 9, 5, 365-83, 2000. https://doi.org/10 .1002/10991794(200012)9:5<365::AID-TAL158>3.0.CO;2- B
  • [8] I. Bali, and S.J. Hwang, Strength and deflection prediction of double-curvature reinforced concrete squat walls, Structural Engineering and Mechanics, 27, 4, 501-521, 2007. https://doi.org/10.12989/sem.2007 .27.4.501
  • [9] Y. R. Dong, Z.D Xu, K. Zeng, Y. Cheng, and C. Xu, Seismic behavior
  • and cross-scale refinement model of damage evolution for RC shear walls, Engineering Structures, 167, 13-25, 2018. https://doi.org/10.1016/ j.engstruct.2018.03.096
  • [10] T. Paulay, and A.R. Santhakumar, Ductile behavior of coupled shear walls, Journal of the Structural Division, 102, 1, 93-108, 1976.
  • [11] A. E. Aktan, and V. V. Bertero, Seismic response of R/C frame-wall structures, Journal of Structural Engineering, 110, 8, 1803-21, 1984.
  • [12] B.R. Rad, and P. Adebar, Dynamics shear amplification in high-rise concrete walls: effect of multiple flexural hinges and shear cracking, Proceeding of the 14th World Conference on Earthquake, Beifing, China, 2008.
  • [13] M. Panagiotou, and J. I. Restrepo, Dual-plastic hinge design concept for reducing higher-mode effects on high rise cantilever wall buildings, Earthquake Engineering and Structural Dynamics, 38, 12, 1359-80,2009. https://doi.org/10.1002/eqe.905
  • [14] A, Dazio, K. Beyer, and H. Bachmann, Quasi-static cyclic tests and plastic hinge analysis of RC structural walls, Engineering Structures, 31, 7, 1556-71, 2009. https://doi.org/10.1016/j.engstruct.2009.02.018
  • [15] M. Ahmed, Multiple plastic hinge concept for high-rise reinforced- concrete core wall buildings, Proceeding of the Institution of Civil Engineers-Structures and Buildings, 169, 6, 688-701, 2016.
  • [16] M. Kurt, T. Kotan, M. S. Gül, R. Gül, and A. C. Aydın, The effect of blast furnace slag on the self-compactibility of pumice aggregate lightweigth concrete, Sadhana, 41, 2, 253-64, 2016. https://doi.org/10.1007/s12046-016-0462-2
  • [17] N. Ganesan, and P. V. Indira, High performance fibre reinforced cement concrete slender structural walls, Advances in Concrete Construction, 2, 4, 309, 2014. http://dx.doi.org/10.12989/.2014.2.4.309
  • [18] J. Carrillo, J. M. Lizarazo, and R. Bonett, Effect of lightweight and low-strength concrete on seismic performance of thin lightly- reinforced shear walls, Engineering Structures, 93, 61-69, 2015. https://doi.org /10.1016/j.engstruct.2015.03.022
  • [19] J. Zhao, G. Cai, A. S. Larbi, Y. Zhang, H. Dun, H. Degée, and B. Vandoren, Hysteretic behaviour of steel fibre RC coupled shear walls under cyclic loads: Experimental study and modelling, Engineering Structures, 156, 92-104, 2018. https://doi.org/10.1016/ j.engstruct.2017.11.006
  • [20] X. Lu, Y. Zhang, H. Zhang, H. Zhang, and R. Xiao, Experimental study on seismic performance of steel fiber reinforced high strength concrete composite shear walls with different steel fiber volume fractions, Engineering Structures, 171, 247-59, 2018. https://doi.org/10.1016/j.engstruct.2018.05.068
  • [21] C. C. Hung, and P. L. Hsieh, Comparative study on shear failure behavior of squat high-strength steel reinforced concrete shear walls with various high-strength concrete materials, In Structures, 23, 56-68, 2018. https://doi.org/10.1016/j.istruc.2019.11.002
  • [22] M. Maali, M. Kılıç and A. C. Aydın, Experimental model of the behaviour of bolted angles connections with stiffeners, International Journal of Steel Structures, 16, 3, 719-33, 2016. https://doi.org/10.10 07/s13296-015-0183-0
  • [23] A. Astaneh-Asl, Seismic behavior and design of composite steel plate shear walls, Moraga (CA): Structural Steel Educational Council, 2002.
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Toplam 76 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Konular İnşaat Mühendisliği
Bölüm İnşaat Mühendisliği
Yazarlar

Abdulkadir Cuneyt Aydın 0000-0002-6696-4297

Barış Bayrak 0000-0002-7438-1227

Yayımlanma Tarihi 15 Ocak 2021
Gönderilme Tarihi 11 Haziran 2020
Kabul Tarihi 16 Eylül 2020
Yayımlandığı Sayı Yıl 2021 Cilt: 10 Sayı: 1

Kaynak Göster

APA Aydın, A. C., & Bayrak, B. (2021). Betonarme perde duvarların farklı yapı malzemeleri açısından değerlendirilmesi. Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi, 10(1), 217-240. https://doi.org/10.28948/ngumuh.751562
AMA Aydın AC, Bayrak B. Betonarme perde duvarların farklı yapı malzemeleri açısından değerlendirilmesi. NÖHÜ Müh. Bilim. Derg. Ocak 2021;10(1):217-240. doi:10.28948/ngumuh.751562
Chicago Aydın, Abdulkadir Cuneyt, ve Barış Bayrak. “Betonarme Perde duvarların Farklı Yapı Malzemeleri açısından değerlendirilmesi”. Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi 10, sy. 1 (Ocak 2021): 217-40. https://doi.org/10.28948/ngumuh.751562.
EndNote Aydın AC, Bayrak B (01 Ocak 2021) Betonarme perde duvarların farklı yapı malzemeleri açısından değerlendirilmesi. Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi 10 1 217–240.
IEEE A. C. Aydın ve B. Bayrak, “Betonarme perde duvarların farklı yapı malzemeleri açısından değerlendirilmesi”, NÖHÜ Müh. Bilim. Derg., c. 10, sy. 1, ss. 217–240, 2021, doi: 10.28948/ngumuh.751562.
ISNAD Aydın, Abdulkadir Cuneyt - Bayrak, Barış. “Betonarme Perde duvarların Farklı Yapı Malzemeleri açısından değerlendirilmesi”. Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi 10/1 (Ocak 2021), 217-240. https://doi.org/10.28948/ngumuh.751562.
JAMA Aydın AC, Bayrak B. Betonarme perde duvarların farklı yapı malzemeleri açısından değerlendirilmesi. NÖHÜ Müh. Bilim. Derg. 2021;10:217–240.
MLA Aydın, Abdulkadir Cuneyt ve Barış Bayrak. “Betonarme Perde duvarların Farklı Yapı Malzemeleri açısından değerlendirilmesi”. Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi, c. 10, sy. 1, 2021, ss. 217-40, doi:10.28948/ngumuh.751562.
Vancouver Aydın AC, Bayrak B. Betonarme perde duvarların farklı yapı malzemeleri açısından değerlendirilmesi. NÖHÜ Müh. Bilim. Derg. 2021;10(1):217-40.

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