Retrofitting of existing buildings by using viscous dampers: Performance-based approach

• Fluid viscous dampers (FVDs) were evaluated for seismic retrofitting of a 15-story building using performance-based criteria. • FVDs significantly improved seismic performance even when using a small number of dampers, reducing cost and construction disruption. • Optimal placement of FVDs further enhanced energy dissipation and minimized structural damage. • Compared to steel outriggers, FVDs reduced maximum strain by up to 58.54% , while outriggers achieved 73.375% reduction at the expense of higher stiffness and base forces. • FVDs limited plastic hinge formation and reduced hysteretic damping to 23.8% , outperforming outriggers, which reduced it to 47.92% . Fluid viscous dampers (FVDs) are effective tools for improving building seismic performance, which can be applied to both new designs and retrofitting of existing structures. They absorb and dissipate seismic energy to minimize structural damage without increasing stiffness or natural period. The paper reviews the assessment and retrofitting of a 15-story building using an FVD system under Performance-Based Seismic Retrofitting (PBSR) criteria. It compares the FVD method to a primary model and contrasts it with traditional steel outrigger stiffening systems. The findings show that FVDs significantly enhance seismic performance even with a small number of dampers, helping to minimize costs. This positive effect can be further amplified by selecting the optimal damper locations within the structure. Conversely, the steel outrigger system requires numerous structural members across all stories, leading to extended construction times and increased disruption to building occupancy. Both FVD and outrigger systems improve drift, but their effects differ based on their arrangement and position. FVD can reduce maximum strain by up to 58.54%, while steel outriggers reduce it to 73.375%. This difference results from a decrease in the building's period from 4.27 seconds to 1.43 seconds with the outrigger's increased stiffness, leading to higher base forces. Plastic hinge formation is more limited in FVD than in steel outriggers. FVD and outrigger bracing systems reduce hysteretic damping caused by energy loss from crack friction to 23.8% and 47.92%, respectively, confirming the advantage of FVD as an effective retrofitting technique.

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Publication Details

Journal
Results in Engineering
Published
2025-11-26
DOI
https://doi.org/10.1016/j.rineng.2025.108442
Primary Topic
Vibration Control and Rheological Fluids
Type
article
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article

Retrofitting of existing buildings by using viscous dampers: Performance-based approach

Simon Kamel, Hanaa E. Abd-El-Mottaleb, Tharwat Sakr
Results in Engineering
Vibration Control and Rheological Fluids
article

Retrofitting of existing buildings by using viscous dampers: Performance-based approach

Simon Kamel, Hanaa E. Abd-El-Mottaleb, Tharwat Sakr
article en

Abstract

• Fluid viscous dampers (FVDs) were evaluated for seismic retrofitting of a 15-story building using performance-based criteria. • FVDs significantly improved seismic performance even when using a small number of dampers, reducing cost and construction disruption. • Optimal placement of FVDs further enhanced energy dissipation and minimized structural damage. • Compared to steel outriggers, FVDs reduced maximum strain by up to 58.54% , while outriggers achieved 73.375% reduction at the expense of higher stiffness and base forces. • FVDs limited plastic hinge formation and reduced hysteretic damping to 23.8% , outperforming outriggers, which reduced it to 47.92% . Fluid viscous dampers (FVDs) are effective tools for improving building seismic performance, which can be applied to both new designs and retrofitting of existing structures. They absorb and dissipate seismic energy to minimize structural damage without increasing stiffness or natural period. The paper reviews the assessment and retrofitting of a 15-story building using an FVD system under Performance-Based Seismic Retrofitting (PBSR) criteria. It compares the FVD method to a primary model and contrasts it with traditional steel outrigger stiffening systems. The findings show that FVDs significantly enhance seismic performance even with a small number of dampers, helping to minimize costs. This positive effect can be further amplified by selecting the optimal damper locations within the structure. Conversely, the steel outrigger system requires numerous structural members across all stories, leading to extended construction times and increased disruption to building occupancy. Both FVD and outrigger systems improve drift, but their effects differ based on their arrangement and position. FVD can reduce maximum strain by up to 58.54%, while steel outriggers reduce it to 73.375%. This difference results from a decrease in the building's period from 4.27 seconds to 1.43 seconds with the outrigger's increased stiffness, leading to higher base forces. Plastic hinge formation is more limited in FVD than in steel outriggers. FVD and outrigger bracing systems reduce hysteretic damping caused by energy loss from crack friction to 23.8% and 47.92%, respectively, confirming the advantage of FVD as an effective retrofitting technique.

Results in EngineeringVol. 29
Zagazig University (EG)
Openalex Percentile: Top 62%
Vibration Control and Rheological Fluids
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