框架-剪力墙结构扭转计算方法

以往高层框架-剪力墙结构扭转计算模型,均根据结构抗扭刚度的定义(即使楼层产生单位扭转角时所需要作用的扭矩值)来确定楼层刚心位置,但由于框架与剪力墙的变形特征和剪力分配机理都不相同,导致这些模型的刚心计算位置与常理不符。文中引入的新刚度模型,在同时考虑框架与剪力墙抗侧刚度的基础上获得楼层抗扭刚度,由此计算框架-剪力墙结构的刚心和扭转偏心距,并在计算扭转效应时,让构件充分参与抗扭,考虑构件的抗扭刚度。算例表明,本文刚度模型概念清晰,计算简单准确,可为扭转近似计算提供参考。

Calculation Method of Torsion Effect in Frame - Shear Wall Structures

In earlier calculation models,the stiffness centers in frame-shear wall structures have been located by the structural torsion stiffness.However,the results are illogical owing to the difference between the distortion character and the shears distribute mechanism of the frames and shear walls.In this paper,a new formula for calculating story stiffness is introduced,which can consider the stiffness of the frames and shear walls at the same time.The structural stiffness centers,the torsion eccentric distances and torsion effect are calculated,and the stiffness of elements is considered also.It is shown that the concept of the presented stiffness model is clear and the results are reasonable,which can be used to calculate the appreciative torsion effect.