中文摘要：

目前,针对既有多层框架结构发生倾斜之后的定量分析较少。文中选取某6层框架结构住宅作为算例,进行了不同倾斜率的内力影响分析,及未倾斜结构、倾斜结构的对比分析。分析结果表明,倾斜会导致首层柱底与基础顶的交接部位产生不可忽视的弯矩增量。最后,提出了加固处理建议。

英文摘要：

Currently, there is very little quantitative analysis on inclined multi- floor frame structure. In this paper, based on an example of a six- floor frame structure, parameter analysis is carried out on different inclination ratios, and comparative analysis is also carried out between the original structure and the inclined structure. The results showed that,the inclination will generate some incremental moment on the bottom of the column of the first floor, which can not be ignored. Finally, the strengthening treatment recommendations are presented.