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- W2347564851 abstract "In this paper the shaking table test of the 1/8 scale model of six storey concrete block masonry building supported by frame-shear wall at the first two stories was studied. The test was conducted, inputting the El-Centro earthquake wave, the Taft earthquake wave and the site earthquake wave in three intensities, i.e. the seismic frequent intensity, the seismic fortification intensity and the seismic seldom intensity for 6 and 7 degree seismic region separately. The white noise scanning tests were conducted before the shaking table test and after its every stage to measure the frequency of the model. Analysis of the experimental results indicates that the crack started appear on the bottom frame-shear wall, and the deformation changed from elasticity to elastoplasticity, when the earthquake wave intensity reached the seismic fortification intensity for 7 degree seismic region, and the buildings can satisfy the requirement for the 7 degree seismic region." @default.
- W2347564851 created "2016-06-24" @default.
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- W2347564851 date "2004-01-01" @default.
- W2347564851 modified "2023-09-25" @default.
- W2347564851 title "Dynamic responses of concrete block masonry building supported by frame-shear wall structure at bottom two stories under horizontal earthquake action" @default.
- W2347564851 hasPublicationYear "2004" @default.
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