Influence of shear wall interruption on internal force of rectangular column
Li Qin
Abstract
Li Qin
Abstract
The relationship between the floor shear of rectangular-column frame and the eigenvalue of stiffness of frame-shear wall structure and interrupted position is given based on the basic differential equation of the coordination of frame-shear wall structure of shear wall interruption with rectangular columns.The effect of shear wall interruption on internal force of rectangular columns is analyzed in mid-highrise building of RC frame-shear wall structure,and an example shows the variation of internal force of frame columns in interrupting shear walls.
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The relationship between the floor shear of rectangular-column frame and the eigenvalue of stiffness of frame-shear wall structure and interrupted position is given based on the basic differential equation of the coordination of frame-shear wall structure of shear wall interruption with rectangular columns.The effect of shear wall interruption on internal force of rectangular columns is analyzed in mid-highrise building of RC frame-shear wall structure,and an example shows the variation of internal force of frame columns in interrupting shear walls.
Key concepts: Shear wall, Shear (geology), Internal forces, Structural engineering, Shear force, Stiffness, Position (finance), Mechanics