Abstract

Seismic behaviour of Special Reinforced Concrete Frame with high ductility, designed according to the 4th edition of Iranian earthquake standard 2800, in four structural models of 4, 8, 12, and 24 stories under all of earthquake records of the far-field and near-field recommended by FEMA-P695, have been evaluated by performing incremental dynamic analysis (IDA). Fragility curves are drawn for structural models. The results of this research and the evaluation of effective parameters in the evaluation of the safety margin of collapse show that the special reinforced concrete frame (SRCF) designed with the 4th edition of the 2800 standard, except for high-rise structures, has an acceptable performance against the design seismic loads and maximum credible earthquake.

Keywords: Reinforced Concrete Frame, Incremental Dynamic Analysis, Fragility, FEMA-P695, Iran

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How to Cite
[1]
Rouhi, H. 2023. Evaluation of Seismic Vulnerability of Specially Reinforced Concrete Frames (SRCF) by FEMA-P695 Method. International Journal of Science and Engineering Invention. 9, 08 (Apr. 2023), 18–24. DOI:https://doi.org/10.23958/ijsei/vol09-i04/239.

Copyrights & License

Copyright © 2023 Hamze Rouhi this is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.