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《Journal of Building Structures》 2009-S1
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Control of torsional response of tall building structure and some actual applications

LIU Xiaole1,ZHANG Ya2(1.Zhengzhou Design Institute of Architecture,Zhengzhou 450052,China;2.Department of Building Structure,Tongji University,Shanghai 200093,China)  
Control of torsional responses of tall buildings is an important aspect in seismic design.In 'Technical specification for concrete structure of tall building',the torsional response is mainly controlled by measures that consider accidental eccentricity,controlling period ratio and displacement ratio.Two types of measurements can be used to control torsion response: to adjust eccentricity of mass center and stiffness center,and to enhance torsion stiffness or reduce lateral stiffness of the structure.On the basis of theoretical analysis and practical experiences,the following conclusions are drawn.Seismic design of tall buildings should be based on the adverse result which is obtained by considering accidental eccentricity or 2-dimensional earthquakes.The first two vibration modes should be translational in two orthogonal axes.When the plane of the structure is long and narrow,the better way to enhancing torsion stiffness of the structure is better to increase the beam section of the two side trusses than to increase column section.The torsion stiffness of shearwall structure can be efficiently improved by enlarging coupling beam height of outer edge and adding a beam-in-slab to connect the shear walls that was broken by a window on the corner.
【CateGory Index】: TU973.31
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