In order to study the seismic performance of the fully frame-supported shear wall structure with thick transfer plate and to test the effectiveness of the thick transfer plate of this structure,the shaking table test of the reduced scale model structure was conducted in the shaking table laboratory of the School of Civil Engineering,Chongqing University.The test object is a 36-story vehicular rail superstructure.This paper describes the model design for the shaking table test of the fully frame-supported shear wall structure with thick transfer plate.The arrangement of measurement points and the loading scheme are also introduced.The effects of different story slab elimination schemes on the structure were compared.For fully frame-supported shear wall structure with thick transfer plate,the results show that adjusting the section of the member according to the principle of stiffness and strength equivalence after story slab elimination can effectively reduce the error between the simplified model and the prototype;the starting position of extraction should be guaranteed to be no less than 3 stories from the test focus stories;the error is minimized when the number of story slab elimination stories is 1.It is recommended that the number of story slab elimination stories is 1.
维普
万方数据