A spline function method for seismic response analysis of coupled shear walls;

Discussion the seismic design of frame plus a small amount shear wall structures;

DFM applied to shear wall structures with flexible bases;

According to the different heights of buildings, several improved cast in site shear wall structure types are proposed in order to overcome the existing shortcomings while maintaining the merits of the shear wall structures.

Frequency-domain analysis of horizontal seismic response of shear-wall structures;

Since the new structural code was carried out in 2000 and the new regulations were added on the design of shear-wall structure,and then the new subject have been presented to the designer.

Starting from the features of the construction of the reinforced bars of the high-rise building s shear-wall structure, and connecting with the actual examples, this paper analyzes on the measures and procedures for controlling the displacement of the reinforced bars of the high-rise building s shear-wall structure.

This article clarifies several problems and preventing measures about steel engineering, form engineering and concrete engineering in the high-rise shear wall structure construction.

1 real estate project,two representative shearwall structures are selected.

With the development of architecture,the marginal structural system between frame structure and frame-shearwall structure or shearwall structure and frame-shearwall structure has occurred.

Based on the analysis of a high-rise shearwall structure and the results of shaking table test,it is shown that the damage mostly occurs in the middle and upper part of tall building exceeding 150 meters under the rare earthquake action, and it should be strengthened by proper measures.