张坚,陈国成.混凝土筒体先于外钢框架施工阶段结构分析[J].结构工程师,2005,21(2):22-30.Zhang Jian,Chen Guocheng.Structural design of hybrid structures when concrete tube is first-built[J].Structural Engineers,2005,21(2):22-30.
[2]
陈灿.高层钢框架—混凝土核心筒混合结构体系施工期间变形及其控制研究[D].上海:同济大学,2007.Chen Can.Research on deformation and control during construction of high-rise steel frame-concrete core wall mixed structure[D].Shanghai:Tongji University,2007.
[3]
朱川海,方朔,赵昕,等.超高层建筑核心筒超前施工结构性能分析与设计[J].建筑结构,2013,(S1):985-990.Zhu Chuanhai,Fang Shuo,Zhao Xin,et al.Performance analysis and design of built in advance tube of super tall building[J].Building Structure,2013,(S1):985-990.
[4]
苗吉军,顾祥林,方晓铭.高层建筑混凝土结构施工活荷载的统计分析[J].建筑结构,2002,(03):7-9.Miao Jijun,Gu Xianglin,Fang Xiaoming.Statistical analysis of the construction live loads of high-rise reinforced concrete buildings[J].Building Structure,2002,(03):7-9.
[5]
周健,陈锴,张一锋,等.武汉中心塔楼结构设计[J].建筑结构,2012,(05):8-12.Zhou Jian,Chen Kai,Zhang Yifeng,et al.Structural design on Wuhan Center Tower[J].Building Structure,2012,(05):8-12.
[6]
GB 50009-2012建筑结构荷载规范[S].GB 50009-2012Load Code for the Design of Building Structures[S].
[7]
丁洁民,吴宏磊,赵昕.我国高度250m以上超高层建筑结构现状与分析进展[J].建筑结构学报,2014,(03):1-7.Ding Jiemin,Wu Honglei,Zhao Xin.Current situation and discuss of structural design for super high-rise builds above 250 min China[J].Journal of Building Structures,2014,(03):1-7.
[8]
齐建国,王文可,苏峰.超高层建筑结构体系在我国的应用[J].山西建筑,2008,34(5):109-110.Qi Jianguo,Wang Wenke,Su Feng.The application of super-high building structural system in China[J].Shanxi Architecture,2008,34(5):109-110.
[9]
沈瑞宏,陈婷,颜潇潇.高层、超高层建筑的结构体系[J].工业建筑,2009,(S1):402-405.Shen Ruihong,Chen Ting,Yan Xiaoxiao.Structural systems of tall buildings[J].Industrial Construction.2009,(S1):402-405.
[10]
赵群昌.某超高层结构的整体稳定分析及底层柱计算长度系数确定[J].特种结构,2013,30(1):13-17.Zhao Qunchang.Global stability analysis and bottom column length coefficient calculation of a high-rise building[J].Special Structures,2013,30(1):13-17.
[11]
DIN 1045-2-2008混凝土、加筋和预应力混凝土结构.第2部分:混凝土.规范、性能、生产和合格性.DIN EN206-1的应用规则[S].DIN 1045-2-2008 Concrete,Reinforced and Prestressed Concrete Structures——Part 2:Concrete-Specification,Properties,Production and Conformity-Application rules for DIN EN 206-1[S].
[12]
赵昕,刘南乡,孙华华,等.超高层混合结构施工阶段结构性能评估与控制[J].建筑结构学报,2011,32(7):22-30.Zhao Xin,Liu Nanxiang,Sun Huahua,et al.Structural performance assessment and control of super high-rise building during construction[J].Journal of Building Structures,2011,32(7):22-30.
[13]
吕西林,程明.超高层建筑结构体系的新发展[J].结构工程师,2008,(2):99-106.LüXilin,Cheng Ming.Recent development of structural systems for super tall buildings[J].Structural Engineers,2008,(2):99-106.
[14]
赵挺生,李树逊,顾祥林.混凝土房屋建筑施工活荷载的实测统计[J].施工技术,2005,(07):63-65.Zhao Tingsheng,Li Shuxun,Gu Xianglin.On-site measure and statistic of live construction load of concrete buildings[J].Construction Technology,2005,(07):63-65.
[15]
周杰刚,崔旭旺,王开强,等.武汉中心可变微凸支点匣套型顶升模架体系关键施工技术[J].施工技术,2013,(19):12-17.Zhou Jiegang,Cui Xuwang,Wang Kaiqiang,et al.Key construction technology of the variable micro bump support covered intelligent control jacking formwork applied in Wuhan Center[J].Construction Technology,2013,(19):12-17.