Seismic performance evaluation of different strategies for retrofitting RC frame buildings. (December 2021)
- Record Type:
- Journal Article
- Title:
- Seismic performance evaluation of different strategies for retrofitting RC frame buildings. (December 2021)
- Main Title:
- Seismic performance evaluation of different strategies for retrofitting RC frame buildings
- Authors:
- Zhao, Jianchen
Qiu, Hongxing
Sun, Jian
Jiang, Hongbo - Abstract:
- Abstract: Defect RC frames are vulnerable to seismic excitation, which need to be retrofitted to enhance performance during seismic event. An applicable procedure is required to reveal the benefits and potential weakness of different retrofit strategies for RC frame buildings with different structural vibration characteristics, which are lacking in previous studies. This research investigation on evaluating the seismic performance of RC frames retrofitted with common methods, with the consideration of fundamental period varying. The seismic dynamic analysis was conducted in a simplified way for the analysis of Single Degree of Freedom (SDOF) systems with hysteresis behaviour factors calibrated on the response from the fiber finite element model of a real RC frame. The variation on the fundamental period of structures in range from 0.6 s to 2 s was considered to obtain a general result, with the consideration of five reinforcement strategies, three strength reduction factors of structures. To study the effect of peak ground acceleration, 20 real earthquake time histories and five seismic intensities were considered. The analysis results show that increasing the secondary-stiffness of the structure with dampers equipped represent an excellent effect in suppressing seismic demand of the structure. However, the strengthening by directly increasing the strength and stiffness has a potential risk of deteriorating the seismic performance of some structures under high intensityAbstract: Defect RC frames are vulnerable to seismic excitation, which need to be retrofitted to enhance performance during seismic event. An applicable procedure is required to reveal the benefits and potential weakness of different retrofit strategies for RC frame buildings with different structural vibration characteristics, which are lacking in previous studies. This research investigation on evaluating the seismic performance of RC frames retrofitted with common methods, with the consideration of fundamental period varying. The seismic dynamic analysis was conducted in a simplified way for the analysis of Single Degree of Freedom (SDOF) systems with hysteresis behaviour factors calibrated on the response from the fiber finite element model of a real RC frame. The variation on the fundamental period of structures in range from 0.6 s to 2 s was considered to obtain a general result, with the consideration of five reinforcement strategies, three strength reduction factors of structures. To study the effect of peak ground acceleration, 20 real earthquake time histories and five seismic intensities were considered. The analysis results show that increasing the secondary-stiffness of the structure with dampers equipped represent an excellent effect in suppressing seismic demand of the structure. However, the strengthening by directly increasing the strength and stiffness has a potential risk of deteriorating the seismic performance of some structures under high intensity earthquakes. … (more)
- Is Part Of:
- Structures. Volume 34(2021)
- Journal:
- Structures
- Issue:
- Volume 34(2021)
- Issue Display:
- Volume 34, Issue 2021 (2021)
- Year:
- 2021
- Volume:
- 34
- Issue:
- 2021
- Issue Sort Value:
- 2021-0034-2021-0000
- Page Start:
- 2355
- Page End:
- 2366
- Publication Date:
- 2021-12
- Subjects:
- Seismic performance -- Hysteretic behaviour -- Non-linear SDOF -- RC frame retrofit -- Ductility demand
Structural engineering -- Periodicals
624.1 - Journal URLs:
- http://www.sciencedirect.com/science/journal/23520124 ↗
http://www.sciencedirect.com/ ↗ - DOI:
- 10.1016/j.istruc.2021.09.016 ↗
- Languages:
- English
- ISSNs:
- 2352-0124
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
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