Seismic performance of braced mega frame-core tube structure system

被引:0
作者
Zhou X. [1 ]
Shan W. [1 ]
Liu J. [1 ]
Lin X. [2 ]
Fu X. [3 ]
机构
[1] School of Civil Engineering, Chongqing University, Chongqing
[2] Institute of Engineering Mechanics, China Earthquake Administration, Harbin
[3] College of Civil and Transportation Engineering, Shenzhen University, Shenzhen
来源
Jianzhu Jiegou Xuebao/Journal of Building Structures | 2021年 / 42卷 / 01期
关键词
Braced mega frame-core tube structure system; Elasto-plastic time-history analysis; Seismic performance; Super high-rise building;
D O I
10.14006/j.jzjgxb.2020.0036
中图分类号
学科分类号
摘要
Considering the structure of Shenzhen Ping An Finance Center (PAFC) as the prototype building, a new system, i.e. braced mega frame-core tube structure system, was proposed. The corresponding seismic performance was studied and compared with the existing common structure system of mega frame-core tube-outrigger truss for super high-rise buildings. The results indicate that this new kind of structure can reduce the steel consumption significantly when the two comparative structures own similar lateral stiffness. The typical yielding sequence under rare earthquakes is core tube→mega column→mega brace→outrigger truss. The stiffness and the sustained shear force of the outside mega-frame are increased obviously. The lateral stiffness of the outside mega frame and inside core tube is balanced significantly.The requirements of shear connections are reduced, which protect the inside core tube and reduce the sectional area and stiffness of outrigger truss. The sudden changes of the inter-story stiffness between outrigger truss stories and adjacent upper and lower stories are reduced significantly. The braced mega frame-core tube is a kind of composite structure systems with superior seismic performance, which is suitable for super high-rise buildings of more than 500 m. © 2021, Editorial Office of Journal of Building Structures. All right reserved.
引用
收藏
页码:75 / 83
页数:8
相关论文
共 14 条
[1]  
FU Xueyi, Innovation and practice of large scale and complicated building structure, (2015)
[2]  
DING Jiemin, WU Honglei, ZHAO Xin, Current situation and discussion of structural design for super high-rise buildings above 250 m in China, Journal of Building Structures, 35, 3, pp. 1-7, (2014)
[3]  
WANG Dasui, BAO Lianjin, Development and prosperity of structural design of super tall buildings in China, Building Structure, 49, 19, pp. 11-24, (2019)
[4]  
ZHOU Xuhong, HUANG Xiangxiang, WANG Yihong, Et al., Influence of the vertical deformation compensation of core-wall systems on the characteristics of steel frame-reinforced concrete structures, China Civil Engineering Journal, 39, 4, pp. 15-19, (2006)
[5]  
ZHOU Xuhong, HUANG Xiangxiang, WANG Yihong, Et al., Calculation of the differential shortening of steel frame-reinforced concrete core-wall structure, Journal of Building Structures, 26, 2, pp. 66-73, (2005)
[6]  
HUANG Xiangxiang, ZHOU Xuhong, The long term effects of concrete shrinkage and creep on vertical differential shortening of hybrid structures, Journal of Hunan University (Natural Science), 40, 5, pp. 1-6, (2013)
[7]  
FU Xueyi, WU Guoqin, HUANG Yongjun, Et al., Research on structural design of Ping'an Financial Centre, Building Structure, 42, 4, pp. 21-27, (2012)
[8]  
LIN Xuchuan, MIKIKO Kato, ZHANG Lingxin, Et al., Quantitative investigation on collapse margin of steel high-rise buildings subjected to extremely severe earthquakes, Earthquake Engineering and Engineering Vibration, 17, 3, pp. 445-457, (2018)
[9]  
LIN Xuchuan, LU Xinzheng, MIAO Zhiwei, Et al., Finite element analysis and engineering application of RC core-tube structures based on the multi-layer shell elements, China Civil Engineering Journal, 42, 3, pp. 49-54, (2009)
[10]  
Code for seismic design of buildings: GB 50011-2010, (2010)