论文部分内容阅读
从填充墙、底部剪力墙布置方式、边框柱、过渡层构造柱四方面,详细分析了底部框架—抗震墙砌体房屋侧向刚度比的影响因素,通过对规范的深入解读,提出了相应的合理计算方法和措施,以有效减少计算误差对房屋抗震性能的影响。
From the four aspects of infill wall, the arrangement of the bottom shear wall, the frame of the side column and the transitional layer, the influencing factors of the lateral stiffness ratio of the bottom frame-seismic wall masonry building are analyzed in detail. According to the detailed interpretation of the code, Reasonable calculation methods and measures to effectively reduce the impact of calculation error on the seismic performance of houses.