【摘要】 基于框-剪结构协同工作的连续化原理,获得了考虑剪力墙剪切变形的钢筋混凝土框-剪结构最大层间位移角的简化计算方法,并提出剪力墙布置方案合理性判别的步骤与相应的约束条件,该方法在高层建筑结构初步设计阶段,能够较为便捷地对剪力墙布置方案的合理性进行判断。更多还原

【Abstract】 Based on the continuous principle of the cooperative work of frame-shear wall structures,a simplified method,taking shear deformation of shear wall into account,was deduced to calculate the maximum story drift of frame-shear wall structures.A procedure and corresponding constraint condition,which was used to distinguish the rational arrangement of shear walls in frame-shear wall structures,was presented.It has been proved that this method can be used for the preliminary stage of tall building structural design.更多还原