【摘要】 本文用沿高度方向连续化的方法，建立了考虑剪力墙剪切变形时框架剪力墙结构在水平荷载作用下共同工作时的平衡微分方程。推导了多种荷载情况下结构内力和位移的计算公式。同时，进一步分析了剪切变形对框架剪力墙结构内力和位移的影响。更多还原

【Abstract】 In this paper,a differential equation of equilibrium for frame-shearwall structures in consideration of the effects of shear deformation of sheaiwall is established by using the continuons method along its height under horizontal loads. Formulas for calculating deflections and internal forces of frame-Shearwall structural systems under various loads are deriven. Finally, effects of shear deformation on deflectiohs and internal forces of frame-shearwall structures are analyzed in greater details.更多还原