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- W2014143555 abstract "Passive control of light-gage steel frames is discussed. Disadvantage of the conventional frame having tension braces are explained and the viscoelastic damper is applied instead of the brace. The passive control frame is modeled as spring and damper connected in series. And it is important to increase the spring stiffness for the performance of the passive control. Procedure to decide the damper size is proposed and a frame having the viscoelatic damper is developed. The performance is validated through the dynamic loading test. Shaking table tests are also conducted to three specimens that have the damper and/or the tension brace. Response characteristics of specimens are evaluated using the seismic response spectrum and the time-history analysis." @default.
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- W2014143555 date "2009-01-01" @default.
- W2014143555 modified "2023-10-16" @default.
- W2014143555 title "A STUDY ON APPLICATON OF VISCOELASTIC DAMPERS TO LIGHT-GAGE STEEL FRAMES HAVING TENSION BRACES" @default.
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- W2014143555 doi "https://doi.org/10.3130/aijs.74.2011" @default.
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