框架—剪力墙结构在竖向荷载作用下框架计算模型的探讨

Frame computation model discussion of frame-shearing force wall structure under vertical load function

运用连续协调工作原理,对框架—剪力墙结构体系的框架计算模型在竖向荷载作用下进行分析。运用多垂直杆单元的剪力墙宏观简化模型,考虑剪力墙对其上部框架梁的约束反力,修正框架在竖向荷载作用下的计算模型,使结构设计更符合实际受力情况。

Using continuously coordinates principle of work, carries on the analysis to the frame-shearing force wall structure system frame computation model under the vertical load function. Utilizes the vertical pole unit the shearing force wall macroscopic simplification model, considers the shearing force wall to its upside frame beam＇s restraint reaction, revision frame function computation model under vertical load, causes the structural design to conform to the actual stress situation.