KaydedilenlerDerginizi ekleyin

Dergiler / Academic Platform Journal of Natural Hazards and Disaster Management / 2022 / Cilt: 3 - Sayı: 1

The Seismic Performance of Reinforced Sustainable Concrete Low-Rise Structures

İlyas SARIBAŞ
Melek AKAR
Sayfa
32–44
Yayın Tarihi
2022-06-27
DOI
—
🏛️Bu makalenin bibliyografik verileri ve tam metin bağlantısı DergiPark üzerinden sağlanmıştır.
DergiPark Kaydı ↗
✨

Yapay Zeka Hızlı Bakış & Çıkarımlar

AI Insight
⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

It may be concluded from these results that there are negligible differences between the seismic performance indicators of reinforced sustainable concrete structures and conventional concrete structures.

📌 3 Maddede Bu Makale

🎯
Amaç & Hipotez:The utilization of sustainable concrete in producing reinforced concrete structures subjected to seismic actions is one of the leading research topics of recent years.
📊
Temel Bulgular & Veri:With the technical exhibition that this concrete may be used in conventional reinforced concrete structures, a significant threshold for this sustainable material is accomplished.
💡
Sonuç & Katkı:It may be concluded from these results that there are negligible differences between the seismic performance indicators of reinforced sustainable concrete structures and conventional concrete structures.
🔬Tür:Araştırma Makalesi
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:Equivalent seismic load method · Natural aggregate · Recycled concrete aggregate

Abstract

The utilization of sustainable concrete in producing reinforced concrete structures subjected to seismic actions is one of the leading research topics of recent years. With the technical exhibition that this concrete may be used in conventional reinforced concrete structures, a significant threshold for this sustainable material is accomplished. In the scope of this study, the seismic behavior of five different reinforced concrete structures under seismic actions, which are considered to be produced from sustainable concrete and conventional concrete, was investigated in detail. The geometrical, cross-section, and longitudinal section dimensions of these reinforced concrete structures are convenient for the equivalent seismic load method to use effectively. Furthermore, the Turkish Building Seismic Code limits were considered for the numerical simulation of reinforced concrete structures. Based on this detailed seismic simulation, the equivalent seismic load method may be used in earthquake simulation of reinforced concrete structures incorporating sustainable concrete. Furthermore, the numerical simulation results obtained from the sustainable concrete structures were extensively compared with the conventional concrete structures results. It may be concluded from these results that there are negligible differences between the seismic performance indicators of reinforced sustainable concrete structures and conventional concrete structures.

🔖

Bu Makaleye Atıf Yap

SARIBAŞ, İ., AKAR, M. (2022). The Seismic Performance of Reinforced Sustainable Concrete Low-Rise Structures. Academic Platform Journal of Natural Hazards and Disaster Management, Cilt: 3 - Sayı: 1, 32–44. https://ajindex.com/articles/727510

📄 Tam Metin PDF Okuyucu

📄

PDF görüntüleyici hazırlanıyor...

Kaynakça (15)

  1. T. C. Hansen, “Recycling of demolished concrete and masonry,” London, E&FN SPON, 1992
  2. F. M. Khalaf, A.S. DeVenny, “Recycling of demolished masonry rubble as coarse aggregate in concrete: review,” J. Mater. Civ. Eng.,16 (4), 331-340, 2004
  3. C. Goksu, I. Saribas, E. Binbir, Y. Akkaya, A. Ilki, “Structural behavior of recycled aggregates concrete obtained from low quality concrete,” Struc. Eng. Mech., 69 (1), 77-93, 2019
  4. I. Saribas, C. Goksu, E. Binbir, A. Ilki, “Seismic performance of full-scale RC columns containing high proportion recycled aggregate,” Bull. Earthquake Eng., 17 (11), 6009-6037, 2019
  5. I. Saribas, C. Goksu, E. Binbir, A. Ilki, “Shear-flexure interaction in RAC columns under simulated seismic actions,” Eng. Struc., 231, 111746, 2021
  6. Turkish Seismic Design Code (TSDC-18), “Regulations for Buildings to be constructed in Earthquake Prone Areas,” Ankara, Turkey, (2018)
  7. E. Hognestad, “A study of combined bending and axial load in reinforced concrete members,” University of Illinois Bulletin, 49(22), 1951
  8. I. Saribas, “Stress-strain model for recycled aggregate concretes,” El-Cezerî J of Sci and Eng 6(1), 156-165, 2019
  9. A. S. Elnashai, “A very brief history of earthquake engineering with emphasis on developments in and from the British Isles,” Chaos Soliton. Fract, 13(5), 967-972, 2002
  10. D. Mitchell, P. Paultre, R. Tinawi, M. Saatcioglu, R. Tremblay, K. Elwood, J. Adams, R. DeVall, “Evolution of seismic design provisions in the National building code of Canada,” Can. J. Civ. Eng. 37, 1157-1170, 2010
  11. R. Reitherman, “Earthquake that initiated the development of earthquake engineering,” Bull. NZSEE, 39(3), 145-157, 2006
  12. N. Bourahla, “Equivalent Static Analysis of Structures Subjected to Seismic Actions,” Encyclopedia of Earthquake Engineering, 2013, DOI 10.1007/978-3-642-36197-5_169-1
  13. CSI, “SAP2000 Integrated Software for Structural Analysis and Design,” Computers and Structures Inc., Berkeley, California
  14. XTRACT 3.0.8: Cross-sectional structural analysis of components. TRC, Rancho Cordova, 2007
  15. J. B. Mander, M. J. N. Priestley, R. Park, “Theoretical stress-strain model for confined concrete,” ASCE J. Struct. Eng. 114(8), 1804-1826, 1988.