@article{asgarkhani,nedaandkazemi,farzinandmanguri,ahmedandjankowski,robert2024,
author = {Asgarkhani, Neda and Kazemi, Farzin and Manguri, Ahmed and Jankowski, Robert},
title = {Reducing the seismic failure potential of reinforced concrete frames},
journal = {Eurasian J. Sci. Eng},
volume = {10},
number = {1},
pages = {123-131},
year = {2024}
}
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Reducing the seismic failure potential of reinforced concrete frames
Neda Asgarkhani ＊¹, Farzin Kazemi¹, Ahmed Manguri ², and Robert Jankowski ¹
Affiliation¹ Faculty of Civil and Environmental Engineering, Gdańsk University of Technology, ul. Narutowicza 11/12, 80-233 Gdansk, Poland.
² Civil Engineering Department University of Raparin Rania, Kurdistan Region, Iraq.
*Corresponding Author
ORCID :
Neda Asgarkhani: https://orcid.org/0000-0002-0756-8438, Farzin Kazemi: https://orcid.org/0000-0002-2448-1465, Ahmed Manguri: https://orcid.org/0000-0002-6741-115X, Robert Jankowski: https://orcid.org/0000-0002-3789-0006
DOI :
https://doi.org/10.23918/eajse.v10i1p11
Article History
|
Received: 2022-01-19 |
Revised: 2023-12-24 |
Accepted: 2024-02-18 |
Nowadays, there is an extreme need for buildings with seismic resistance capability in rural areas, in which, it is possible to increase the floor number of buildings. In this study, the effects of number of bays and story levels on the seismic performance level of Reinforced Concrete (RC) frames were investigated. The 3-, 5-, 7-, and 9-story RC frames were modeled using ETABS software. In order to collapse state analysis, Incremental Dynamic Analyses (IDAs) were performed on the verified 2D models in Opensees subjected to near field records with and without pulse like (i.e., PL and NL) effects. The results of analysis showed that the number of bays had considerable effects on the seismic performance levels of RC frames and it should be considered in seismic design process. For this process, a specific procedure can be implemeted to connect the beams of lateral bays to the main moment-resisting frame. It should be noted that the beam connection should be further designed to resist axial and bending deformations of seismic load. In addition, it is recommended to use the result of this study for retrofitting purposes.
Reinforced Concrete, Seismic Performance Levels, Incremental Dynamic Analyses, Potential Seismic Failure.
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Asgarkhani, N, Kazemi, F., Manguri,, A., & Jankowski, R. (2024). Reducing the seismic failure potential of reinforced concrete frames. Eurasian J. Sci. Eng, 10(1),123-131.
CopyAsgarkhani, Neda, et al. "Reducing the seismic failure potential of reinforced concrete frames." Eurasian J. Sci. Eng, 10.1, (2024), pp.123-131.
CopyAsgarkhani, N, Kazemi, F., Manguri,, A., & Jankowski, R. (2024) "Reducing the seismic failure potential of reinforced concrete frames", Eurasian J. Sci. Eng, 10(1), pp.123-131.
CopyAsgarkhani N, Kazemi F, Manguri A, Jankowski R. Reducing the seismic failure potential of reinforced concrete frames. Eurasian J. Sci. Eng. 2024; 10(1):123-131.
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