Experimental Investigation of Structural Performance of Two-Story Structural ENTA Seismic Retrofitting System

Recent earthquakes in Korea have highlighted the necessity of seismic retrofitting. This study proposes an ENTA system as a strengthening method for wall-frame structures to ensure stability under large deformations while improving construction efficiency and cost effectiveness. Cyclic loading tests are conducted on a two-story RC frame retrofitted with the ENTA system to evaluate the performance of the system. The maximum load capacity, energy dissipation capacity, and initial stiffness of the retrofitted specimen are 1.62, 3.07, and 1.85 times higher than those of the nonretrofitted specimen. Furthermore, the energy-dissipation device yields prior to the main reinforcement, thus effectively sharing external forces and delaying damage to the primary structural members. These results confirm that the ENTA system effectively enhances the seismic performance of existing RC wall-frame structures, thereby achieving the intended design objectives.

Authors

Publication Details

Journal
Korean Society of Hazard Mitigation
Published
2025-10-28
DOI
https://doi.org/10.9798/kosham.2025.25.5.163
Primary Topic
Seismic Performance and Analysis
Type
article
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article

Experimental Investigation of Structural Performance of Two-Story Structural ENTA Seismic Retrofitting System

Hongki Jo, Gayoon Lee, Kihak Lee, Tae Sang Ahn
Korean Society of Hazard Mitigation
Seismic Performance and Analysis
article

Experimental Investigation of Structural Performance of Two-Story Structural ENTA Seismic Retrofitting System

Hongki Jo, Gayoon Lee, Kihak Lee, Tae Sang Ahn
article en

Abstract

Recent earthquakes in Korea have highlighted the necessity of seismic retrofitting. This study proposes an ENTA system as a strengthening method for wall-frame structures to ensure stability under large deformations while improving construction efficiency and cost effectiveness. Cyclic loading tests are conducted on a two-story RC frame retrofitted with the ENTA system to evaluate the performance of the system. The maximum load capacity, energy dissipation capacity, and initial stiffness of the retrofitted specimen are 1.62, 3.07, and 1.85 times higher than those of the nonretrofitted specimen. Furthermore, the energy-dissipation device yields prior to the main reinforcement, thus effectively sharing external forces and delaying damage to the primary structural members. These results confirm that the ENTA system effectively enhances the seismic performance of existing RC wall-frame structures, thereby achieving the intended design objectives.

Korean Society of Hazard MitigationVol. 25(5)
Openalex Percentile: Top 67%
Seismic Performance and Analysis
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