期刊文献+

320m超高网格结构静力、抗风及温度应力分析 被引量:1

Static,Wind Resistance and Temperature Stress Analysis of 320m Highrise Grid Structure
下载PDF
导出
摘要 某电视塔项目总高320m,采用筒中筒混合结构体系,主体结构设计使用年限为50年,安全等级为一级。为验证该结构体系能否在不同种类荷载作用下满足高耸结构规范的技术要求和各项整体控制指标,本文介绍了结构设计参数、各类荷载作用取值、结构选型等基本信息,分别针对结构整体稳定、抗风和温度作用进行各类参数和响应分析。整体结构在各工况下的受力性能得到验证,保证了结构的承载力和刚度在各种工况下安全可靠。 The total height of a TV Tower project is 320m,which adopts the tube in tube hybrid structure system.The designed service life of the main structure is 50 years and the safety level is Level 1.In order to verify that if the structure system could meet the technical requirements and various overall control index of high rise structure specifications under different kinds of loads,the paper introduced the basic information of structur al design parameters,various load action values,structural selection,etc.And various parameters and response analyses were respectively carried out for the overall stability of the structure,wind resistance and temperature effects.The mechanical performance of the whole structure under various working conditions has been calculated and it was verified that the bearing capacity and stiffness of the structure were safe and reliable under various working conditions.
作者 樊钦鑫 齐亚军 谢军 徐志坚 杨超杰 Fan Qinxin;Qi Yajun;Xie Jun;Xu Zhijian;Yang Chaojie(China Aviation Planning and Design Institute Co.,Ltd.,Beijing 100120,China;Gansu Anyu Engineering Cost Consulting Co.,Ltd.,Lanzhou 730000,China)
出处 《特种结构》 2021年第5期39-46,共8页 Special Structures
关键词 筒中筒 高耸结构 整体稳定 温度作用 Tube in tube Highrise structure Overall stability Temperature action
  • 相关文献

参考文献5

二级参考文献24

  • 1顾明,施宗城,张锋.“东方明珠”广播电视塔风致振动研究[J].振动与冲击,1995,14(2):31-34. 被引量:6
  • 2张亮亮,吴云芳,余洋,李正良.高层建筑风荷载高频测力天平试验技术[J].重庆大学学报(自然科学版),2006,29(2):99-102. 被引量:20
  • 3周志勇,陈艾荣,曾勇,王达磊.河南电视塔体形系数CFD数值模拟及随机风振响应数值分析(I)[J].特种结构,2006,23(3):5-7. 被引量:11
  • 4GB50135-2006高耸结构设计规范[S].北京:中国计划出版社,2007.
  • 5Ahsan Kareem, Scott Kabat, Fred L, et al. Aerodynamic of Nanjing Tower: a case study [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1998,77&78: 725 -739.
  • 6Simiu E, Scanlan R H. Wind effects on structures [M]. 3rd Edition. New York: John Wiley&Sons Incorporation, 1996.
  • 7GB50135-2006,高耸结构设计规范[S].北京:中国建筑工业出版社.2006.
  • 8CECS28:90,钢管混凝土结构设计与施工规程[S].北京:中国计划出版社.1990.
  • 9JGJ3-2010高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2010.
  • 10.GB50010-2002混凝土结构设计规范[S].北京:中国建筑工业出版社,2002..

共引文献23

同被引文献4

引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部