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- W2388411551 abstract "This paper uses single-story unequal height building as study object and respectively adopts bottom shearing force method and vibrant-type-disintegration method to calculate and analyze its horizontal seismic response.The results of the analysis showed that error of single-story unequal height building's horizontal anti-seismic analysis is larger when adopting bottom shearing force method,correct coefficient and formula prescribed in the current standard,so the exacter vibrant-type-disintegration method should be adopted." @default.
- W2388411551 created "2016-06-24" @default.
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- W2388411551 date "2003-01-01" @default.
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- W2388411551 title "Study on the horizontal anti-seismic analysis of single-story unequal height building" @default.
- W2388411551 hasPublicationYear "2003" @default.
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