The super high-rise buildings with frame-supported shear wall structure system are widely used in small-bay office buildings,and such buildings are generally designed as rectangular,some can be L-shaped,and trough-shaped body shape is relatively rare.The frame-supported shear wall structure of the trough type generally has problems such as large eccentricity,insufficient torsional performance and weak connection.Taking the building structure of a certain project as the research goal of this type of structure,the seismic performance of the whole structure is analyzed through the seismic performance analysis,and the seismic performance of the whole structure is analyzed without joints,which provides a certain idea for the optimization of the shear wall layout of the upper tower.
super high-rise buildingsframe-supported shear wall structuregeometryseismic performance analysis