Research Article

Displacement of Reinforced Concrete Space Shear Walls as a Result Of Earthquake Effect

Volume: 14 Number: 3 December 31, 2022
Cansu Ergin *, Fatih Altun
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Displacement of Reinforced Concrete Space Shear Walls as a Result Of Earthquake Effect

Abstract

In reinforced concrete buildings, gaps are formed in certain parts of the curtains. There are displacements in reinforced concrete shears under the effect that simulates an earthquake. Accordingly, in this study, the change between force-displacement relations was examined. The curtains that are the subject of the study are slender curtains with a height/height (Hw/ℓw) ratio higher than 2.5-3.0 according to TBDY 2018, and slender curtains with a combined shear-bending behavior with aspect ratios between two limits. are given as medium-delicate curtains. The effect on the behavior according to the void ratios left at the midpoint of the reinforced concrete curtains was investigated. For this, a total of 4 pieces with ½ scale; Reinforced concrete shears, one of which is a reference and the others with a void ratio of 20%, 35% and 50%, respectively, were produced and the results were compared under the effect of earthquakes. The size effect was tried to be avoided, but since the actual dimensions of the sample were too large, it was produced in 1/2 scale. In the study, a built-in support condition should be created in the laboratory environment in order to represent the curtains structurally close to the real behavior.

Keywords

Reinforced concrete shear, Displacement, Space ratio, Earthquake effect, Ductility, Betonarme perde, Yer değiştirme, Boşluk oranı, Deprem etkisi, Süneklik

Project Number

FDK-2020-10304

References

  1. Anıl, Ö. & Altın S. (2007). An Experimental Study on Reinforced Concrete Partially Infilled Frames, Engineering Structures, 29, 449-460.
  2. Daniel, J.I., Shiu, K.N., & Corley W.G. (1986). Openings in Earthquake‐ Resistant Structural Walls, Journal of Structural Engineering, 112(7), 1660- 1676.
  3. Kara, M. E. & Altın, S. (2006). Behavior of Reinforced Concrete Frames with Reinforced Concrete Partial Infills, ACI Structural J, 103, 701-709.
  4. Kato, D., Noda, H., & Sugishita, Y. (1999). Strength and deformation capacity of cantilever structural walls with openings, Pacific Earthquake Engineering Research Center, University of California, PEER Report 1999/10, Berkeley, Maui, Hawaii, 311322.
  5. Kebeli, Y. E. (2018). Experimental Investigation of Behaviour of Double-Layer Precast Rc Shear Walls Wıth Openings Under Hystretic Load, M. Sc. Thesis, Gazi University, Ankara.
  6. Liauw, T.C. (1979). Test on Multistory Infilled Frames Subjected to Dynamic Lateral Loading, ACI Structural Journal, 40: 551-563.
  7. Liauw, T.C. (1980). An Effective Structural System Againts EartquakeInfilled Frames, Proceeding of 7th WCEE, İstanbul, Turkey, Vol. 4, 481-485.
  8. Ono, M., & Ezaki, F. (2000). The Effects of Loading Velocity on Elasto-Plastic Behavior of Reinforced Concrete Framed Shear Walls With Opening, The 12.World Conference on Earthquake Engineering, Auckland, New Zealand.
  9. Öztürk, M. (2010) Strengthening of Reinforced Concrete Frames of Insufficient Eartquake Resistance by Applying External Shear Wall With Coupling Beam, PhD Thesis, Selçuk University, Konya.
  10. Sakurai, M., Kuramoto, H., Matsui, T., & Akita, T. (2008). Seismic Performance of Rc Shear Walls With Multi-Openings, 0–7. TBDY, Turkey Building Earthquake Code. (2018).

Details

Primary Language

English

Subjects

Civil Engineering

Journal Section

Research Article

Authors

Publication Date

December 31, 2022

Submission Date

December 7, 2022

Acceptance Date

December 28, 2022

Published in Issue

Year 2022 Volume: 14 Number: 3

DOI

https://doi.org/10.29137/umagd.1215761

IZ

https://izlik.org/JA74BB89FB

Cite

RIS / Bibtex
APA
Ergin, C., & Altun, F. (2022). Displacement of Reinforced Concrete Space Shear Walls as a Result Of Earthquake Effect. International Journal of Engineering Research and Development, 14(3), 225-233. https://doi.org/10.29137/umagd.1215761
AMA
1.Ergin C, Altun F. Displacement of Reinforced Concrete Space Shear Walls as a Result Of Earthquake Effect. IJERAD. 2022;14(3):225-233. doi:10.29137/umagd.1215761
Chicago
Ergin, Cansu, and Fatih Altun. 2022. “Displacement of Reinforced Concrete Space Shear Walls As a Result Of Earthquake Effect”. International Journal of Engineering Research and Development 14 (3): 225-33. https://doi.org/10.29137/umagd.1215761.
EndNote
Ergin C, Altun F (December 1, 2022) Displacement of Reinforced Concrete Space Shear Walls as a Result Of Earthquake Effect. International Journal of Engineering Research and Development 14 3 225–233.
IEEE
[1]C. Ergin and F. Altun, “Displacement of Reinforced Concrete Space Shear Walls as a Result Of Earthquake Effect”, IJERAD, vol. 14, no. 3, pp. 225–233, Dec. 2022, doi: 10.29137/umagd.1215761.
ISNAD
Ergin, Cansu - Altun, Fatih. “Displacement of Reinforced Concrete Space Shear Walls As a Result Of Earthquake Effect”. International Journal of Engineering Research and Development 14/3 (December 1, 2022): 225-233. https://doi.org/10.29137/umagd.1215761.
JAMA
1.Ergin C, Altun F. Displacement of Reinforced Concrete Space Shear Walls as a Result Of Earthquake Effect. IJERAD. 2022;14:225–233.
MLA
Ergin, Cansu, and Fatih Altun. “Displacement of Reinforced Concrete Space Shear Walls As a Result Of Earthquake Effect”. International Journal of Engineering Research and Development, vol. 14, no. 3, Dec. 2022, pp. 225-33, doi:10.29137/umagd.1215761.
Vancouver
1.Cansu Ergin, Fatih Altun. Displacement of Reinforced Concrete Space Shear Walls as a Result Of Earthquake Effect. IJERAD. 2022 Dec. 1;14(3):225-33. doi:10.29137/umagd.1215761

Kırıkkale University, Faculty of Engineering and Natural Science, 71450 Yahşihan / Kırıkkale, Türkiye.

ijerad@kku.edu.tr