2003•Unpublished venueRequires access
Study on isolating control of the masonry building with first storey frame structure
Gang Guan
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Abstract
On the basis of the vibrational equations, the validity of friction isolation for the masonry building with the first storey frame structure is analyzed. The numerical results show that the maximum vibration responses of the masonry building, especially including the lateral deformation of the first storey frame structure, can be obviously reduced by means of base isolation.