某室内滑雪馆斜柱结构分析与设计  

Structural Analysis and Design of Inclined Columns in an Indoor Ski Resort

作　　者：徐晟翔 XU Sheng-xiang(Jiangsu Construction Engineering&Research Institute Co.Ltd.,Nanjing 210000,China)

机构地区：[1]江苏省建工设计研究院有限公司,南京210000

出　　处：《工程建设与设计》2022年第5期10-13,共4页Construction & Design for Engineering

摘　　要：结合某室内滑雪馆的斜柱,分析斜柱传力路径,考虑斜柱对相连框架梁及周边楼板的影响,根据计算分析的结果,对斜柱、相连框架梁、周边楼板进行性能化设计并提出相应的结构加强措施,确保超限高层建筑中关键构件的性能目标。Analyzing the force transmission path of the inclined column of an indoor ski resort,considering the influence of the inclined column on the connected frame beam and the surrounding floor slab.According to the calculation and analysis results,the performance-based seismic design of the inclined column,the connected frame beam and the surrounding floor slab is carried out,and the corresponding structural strengthening measures are put forward to ensure the seismic performance target of the key components in the transfinite high-rise building.

关 键 词：斜柱 拉弯构件 楼板应力 超限高层 

分 类 号：TU245.2[建筑科学—建筑设计及理论] TU323