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- W2584263848 startingPage "47" @default.
- W2584263848 abstract "The shaking table test was done to study basic characteristics concerning the earthquake response of a building allowing uplift, by using the scaled models of buildings with large aspect ratio The specimen was 1/9 scale and one by one-span four-story frame model Span in the direction of excitation was 1m The aspect ratio was varied about 3 5 and about 7 by making the support spacing a half Simulation analysis of the shaking table test was also performed in order to verify the seismic response analysis method of a building allowing uplift The following conclusions were obtained by this study The story-shearing force does not increase so much even if the input level increases when the uplift occurs The seismic response analysis results of both the uplift restrained and allowed specimens show good correspondence with the experimental results" @default.
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- W2584263848 date "2002-01-01" @default.
- W2584263848 modified "2023-10-16" @default.
- W2584263848 title "SHAKING TABLE TEST OF A STEEL FRAME ALLOWING UPLIFT" @default.
- W2584263848 cites W2096145559 @default.
- W2584263848 cites W2164914961 @default.
- W2584263848 doi "https://doi.org/10.3130/aijs.67.47_2" @default.
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