【摘要】 本文针对框一剪体系,建立了它在侧力作用下考虑剪切变形影响的基本微分方程并给出其解析解,以期进行静力和地震力简化分析供工程初步设计时参考。然后对变阶框一剪结构提出了求解设想。文中给出的算例表明,考虑剪力墙的剪切变形更能符合实际,同时仍保留有计算简捷的特点。更多还原

【Abstract】 In this paper, the governing equations of frame-shear wall structure are established in the consideration of the shear deformation of shear wall. And the computational formulations of variable cross-sections frame-shear wall structure is presented. The numerical results indicate that the presented method is more effective than the publish like[7].更多还原