Seismic retrofitting effects of reinforcing over-track buildings with knee-brace dampers

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Abstract

The study presented in this paper verifies the seismic retrofitting effects of reinforcing over-track buildings with knee-brace dampers. Firstly shaking table tests were carried out on large-scale test models, to simulate over-track buildings reinforced with knee-brace dampers. Resulting responses or hysteresis loops, confirmed the seismic retrofitting effects of knee-brace dampers. In addition, natural frequencies and damping factors of the models were estimated by ARX model. Furthermore, analytical study of over-track building models simulating true structures confirmed the seismic retrofitting effects of kneebrace dampers.

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Yamada, S., Shimizu, K., & Takei, Y. (2011). Seismic retrofitting effects of reinforcing over-track buildings with knee-brace dampers. Quarterly Report of RTRI (Railway Technical Research Institute) (Japan), 52(4), 217–223. https://doi.org/10.2219/rtriqr.52.217

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