In order to meet the varies of plane-using function and the economy of efficient space using in high buildings, it often needs more than one standard floor. Because every standard floor may have different columniations, then we should use some transferring techniques to dispose the structure. At present, the forms of transferring floor, which are widely used in design, are beam-transferring, slab-transferring, truss bridge transferring and so on. In these years, there has a new transferring form----inclined column transferring in the structure design. But the research and application of this form is very limited in nowadays. In the example of GuoPing YiHui project, according to the relation of the shear wall and frame column, inclined column, we divide these inclined columns into three kinds. According to the result of SATWE, we make holistic analysis, internal force contrastive analysis, and economy contrastive analysis. Combining with before projects and related reference data, we put forward some problems about common principles, structure designs, and tectonic measures, in high building design. According to theory analysis and project analysis, conclusions are followed: 1. The discrepancy between the inclined column transferring structure and the beam transferring structure is small in the guide line of vibrancy periods, displacement, The ratio of lateral rigidity, etc. It is illuminated that the inclined column transferring structure is reliable better in the collectivity mechanical behaviors. 2. The inclined column transferring is obviously more economical than the beam transferring...
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