长春国际金融中心高层钢结构设计
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摘要
介绍了长春国际金融中心A塔楼钢结构方案的可行性研究、结构选型及结构整体计算分析;针对纯钢结构高层建筑的抗风设计、风致响应分析、舒适度分析、地震反应分析等关键技术问题进行了阐述,并对钢结构高层建筑的发展所面临的问题以及未来高层钢结构的发展方向进行了探讨。
The feasibility study of steel structure,structural system selection and structural analysis of Changchun International Financial Center Tower A are introduced in this paper. Some critical technical issues of this project such as wind-resistant design of pure high-rise steel structure building,the analysis of wind induced responses,comfort analysis and seismic response analysis are represented. In the end,this paper gave a discussion about the problems that the development of high-rise steel structure buildings faces,and the development direction of high-rise steel structure buildings.
The feasibility study of steel structure,structural system selection and structural analysis of Changchun International Financial Center Tower A are introduced in this paper. Some critical technical issues of this project such as wind-resistant design of pure high-rise steel structure building,the analysis of wind induced responses,comfort analysis and seismic response analysis are represented. In the end,this paper gave a discussion about the problems that the development of high-rise steel structure buildings faces,and the development direction of high-rise steel structure buildings.
引文
[1]徐培福,王翠坤,肖从真.中国高层建筑结构发展与展望[J].建筑结构,2009,39(9):28-32XuPeifu,Wang Cuikun,Xiao Congzhen.Development and prospect of high-rise building structures in China[J].Building Structure,2009,39(9):28-32(in Chinese)
[2]申林,蔡益燕,郁银泉.偏心支撑钢框架设计方法[J].建筑结构,2002,32(2):13-16Shen Lin,Cai Yiyan,Yu Yinquan.Design method of eccentrically braced frames[J].Building Structure,2002,32(2):13-16(in Chinese)
[3]黄本才,汪丛军.结构抗风分析原理及应用[M].上海:同济大学出版社,2001
[4]ATC-40Seismic Evaluation and Retrofit of Concrete Buildings[S].Califonia:Applied Technology Council,1996
[5]熊向阳,戚震华.侧向荷载分布方式对静力弹塑性分析结果的影响[J].建筑科学,2001,17(5):8-13Xiong Xiangyang,Qi Zhenhua.The Influence of lateral load patterns on the results of static pushover analysis[J].Building Science,2001,17(5):8-13(in Chinese)Huang Bencai,Wang Congjun.Structure wind analysis theory and application[M].Shanghai:Tongji University Press,2001(in Chinese)
[6]汪大绥,贺军利,芮明倬.静力弹塑性分析中若干问题的研究与探讨[J].建筑结构,2007,37(5):96-99Wang Dasui,He Junli,Rui Mingzhuo.Study and discussion on some problems in the static elastoplastic analysis(pushover analysis)[J].Building Structure,2007,37(5):96-99(in Chinese)
[7]Kim Simon,D′Amore Enzo.Push-over analysis procedure in earthquake engineering[J].Earthquake Spectra,1999,15(3):417-434
[8]Helmut K.Pros and cons of a pushover analysis of seismic performance evaluation[J].Engineering Structures,1998,20(4/5/6):452-464
[9]Jan Tysh Shang,Liu Ming Wei,Kao Ying Chieh.An upper-bound pushover analysis procedure for estimating the seismic demands of high-rise buildings[J].Engineering Structures,2004,26(1):117-128
[10]FEMA-356NEHRP Guidelines for the Seismic Rehabilitation of Buildings[S].Washington D C:Federal Emergency Management Agency,2000
[2]申林,蔡益燕,郁银泉.偏心支撑钢框架设计方法[J].建筑结构,2002,32(2):13-16Shen Lin,Cai Yiyan,Yu Yinquan.Design method of eccentrically braced frames[J].Building Structure,2002,32(2):13-16(in Chinese)
[3]黄本才,汪丛军.结构抗风分析原理及应用[M].上海:同济大学出版社,2001
[4]ATC-40Seismic Evaluation and Retrofit of Concrete Buildings[S].Califonia:Applied Technology Council,1996
[5]熊向阳,戚震华.侧向荷载分布方式对静力弹塑性分析结果的影响[J].建筑科学,2001,17(5):8-13Xiong Xiangyang,Qi Zhenhua.The Influence of lateral load patterns on the results of static pushover analysis[J].Building Science,2001,17(5):8-13(in Chinese)Huang Bencai,Wang Congjun.Structure wind analysis theory and application[M].Shanghai:Tongji University Press,2001(in Chinese)
[6]汪大绥,贺军利,芮明倬.静力弹塑性分析中若干问题的研究与探讨[J].建筑结构,2007,37(5):96-99Wang Dasui,He Junli,Rui Mingzhuo.Study and discussion on some problems in the static elastoplastic analysis(pushover analysis)[J].Building Structure,2007,37(5):96-99(in Chinese)
[7]Kim Simon,D′Amore Enzo.Push-over analysis procedure in earthquake engineering[J].Earthquake Spectra,1999,15(3):417-434
[8]Helmut K.Pros and cons of a pushover analysis of seismic performance evaluation[J].Engineering Structures,1998,20(4/5/6):452-464
[9]Jan Tysh Shang,Liu Ming Wei,Kao Ying Chieh.An upper-bound pushover analysis procedure for estimating the seismic demands of high-rise buildings[J].Engineering Structures,2004,26(1):117-128
[10]FEMA-356NEHRP Guidelines for the Seismic Rehabilitation of Buildings[S].Washington D C:Federal Emergency Management Agency,2000
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