Seismic Capacity of R/C Buildings Retrofitted with a V-Bracing System Equipped with a Novel Laterally Layered Friction Damper

被引:0
作者
Lee, Bok-Gi [1 ]
Kim, Jin-Young [2 ]
Jung, Ju-Seong [1 ]
Lee, Kang-Seok [3 ]
机构
[1] Hanyang Univ, Innovat Durable Bldg & Infrastruct Res Ctr, Ansan 15588, Gyeonggi Do, South Korea
[2] Hanyang Univ, Dept Architectural Engn, Seoul 04763, South Korea
[3] Hanyang Univ, Dept Architectural Engn & Smart City Engn, Ansan 15588, Gyeonggi Do, South Korea
来源
APPLIED SCIENCES-BASEL | 2023年 / 13卷 / 24期
基金
新加坡国家研究基金会;
关键词
reinforced concrete; laterally layered friction damper; V-bracing; seismic capacity; seismic retrofitting; pseudo-dynamic testing; non-linear dynamic analysis; REINFORCED-CONCRETE BUILDINGS; PERFORMANCE; SHEAR; METHODOLOGY; ANCHORS; FRAMES;
D O I
10.3390/app132413205
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
This study proposed a novel V-bracing system equipped with a laterally layered friction damper (LLFD), which can supplement the shortcomings of conventional vibration control systems and is applicable to existing reinforced concrete (R/C) buildings. A material test was used to evaluate the material performance and energy dissipation capacity of this LLFD. Pseudo-dynamic testing was conducted on two-story frame specimens based on an existing R/C building with non-seismic details to verify the seismic retrofitting effects of applying the LLFD V-bracing system to existing R/C frames, i.e., the restoring force characteristics, energy dissipation capacity, and seismic response control capacity. Based on the results of the material and pseudo-dynamic tests, restoring characteristics were proposed for the non-linear dynamic analysis of a building (frame specimen) retrofitted with the LLFD V-bracing system. A non-linear dynamic analysis was conducted based on the proposed restoring force characteristics, and the results obtained were compared with the pseudo-dynamic test results. Finally, for evaluating the commercialization potential of the LLFD V-bracing system, a non-linear dynamic analysis was conducted on an existing R/C building with non-seismic details retrofitted with the system. The seismic retrofitting effect was verified by examining the seismic response load and displacement characteristics, energy dissipation capacity, and damper load and displacement response before and after seismic retrofitting. The study results showed that the R/C frame (building) with non-seismic details exhibited shear failure at a design basis earthquake scale of 200 cm/s2; however, light seismic damage could be expected for a frame (building) retrofitted with the LLFD V-bracing system. At a maximum considered earthquake scale of 300 cm/s2, insignificant seismic damage was also anticipated, thereby verifying the validity of the newly developed LLFD V-bracing system.
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页数:42
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