（1东南大学土木工程学院， 南京 210000； 2 江苏华江祥瑞现代建筑发展有限公司， 扬州 225215；3 贵州大学空间结构研究中心， 贵阳 550003）

［摘要］介绍了混凝土盒式结构体系的组成、特点及在高层结构中的性能。采用MIDAS软件对8个不同结构形式、结构高度的模型进行对比分析，结果表明在多层及高层结构中，盒式结构的抗震性能相较于框架结构及框架-核心筒结构而言有明显优势，但在超高层结构中，由于结构变形主要是由构件轴向变形导致的，盒式结构并无明显优势，可单独在此高度使用空腹夹层板结构。

［关键词］框架结构体系； 盒式结构体系； 空腹夹层板结构；   Pushover分析； 适用高度； 网格式框架墙

中图分类号：TU973-1文献标识码：A文章编号：1002-848X(2020)02-0036-07

Application and analysis of reinforced concrete cassette structure system in high-rise and super high-rise buildings

Chen Zhipeng1， Wu Gang1， Feng Decheng1, Zhang Wei2, Ma Kejian3

(1 School of Civil Engineering, South East University, Nanjing 210000, China;2 Jiangsu Huajiang Xiangrui Morden Building Development Co., Ltd., Yangzhou 225215, China;3 Space Structure Research Center, Guizhou University, Guiyang 550003, China)

Abstract:The composition and characteristic of reinforced concrete cassette structural system were introduced as well as its performance in high-rise structures. The comparative analyses of 8 models with different structural forms and heights were conducted through MIDAS software. The analysis results show that the seismic performance of the cassette structure in the multi-layer and high-rise structures has obvious advantages compared with the frame structure and the frame-core-tube structure. However, in the super high-rise structure, since the structural deformation is mainly caused by the axial deformation of the component, the cassette structure has no obvious advantages, and the open-web sandwich slab structure can be used at this height alone.

Keywords:frame structure system; cassette structure system;  open-web sandwich slab structure; Pushover analysis; applicable height

*国家自然科学基金重点项目（51838004）。

作者简介：陈志鹏，博士研究生，Email：zp.chen@seu.edu.cn。