期刊文献+

面向设计的房屋建筑刚性模型风洞试验 被引量:3

Design-oriented wind tunnel experiments for house buildings
在线阅读 下载PDF
导出
摘要 规范所提供的风荷载远远不能满足现代复杂建筑结构的抗风设计要求,必须进行风洞试验.对不同结构类型及部位(如高层结构、大跨屋盖、玻璃幕墙等)所需要的风洞试验资料及风荷载参数都是不同的,简单地提供建筑物的抗风设计参数不能满足各结构物和维护体系设计的需要.本文切合实际结构,建立了面向各类结构物各抗风设计阶段的风洞试验方法. Modern builds usually have a complex structure, and the wind load resist design is mostly based on the results of wind tunnel experiment. For the different design phase, including the whole structural design and components design, the required wind load is not the same, which means that the wind tunnel experiment should be suitable for the structural design. This paper presents varied countermeasures to make it smoothly before the structural design and wind tunnel experiment. An actual building is considered as a studying case, in which the countermeasures for the design on different part of structure are implemented based on the wind tunnel experiment.
出处 《空间结构》 CSCD 2003年第2期47-51,共5页 Spatial Structures
关键词 房屋建筑 刚性模型 风洞试验 玻璃幕墙 结构设计 抗风设计 house building rigid model wind tunnel experiment structural design
  • 相关文献

参考文献4

  • 1孙炳楠 楼文娟 等.西湖文化广场风洞试验报告[R].杭州:浙江大学土木系,2002..
  • 2孙炳楠 楼文娟 等.杭州大剧院风洞试验报告[R].杭州:浙江大学土木系,2001..
  • 3.GB50009—2001 建筑结构荷载规范[M].北京:中国建筑工业出版社,2002..
  • 4.JGJ 102—96 玻璃幕墙工程技术规范[M].北京:中国建筑工业出版社,1996..

同被引文献15

  • 1楼文娟,沈国辉,周君等.宁波和义路超高层工程风洞试验报告[R].杭州:浙江大学土木系,2005.
  • 2楼文娟,周君等.宁波和义路超高层工程风振响应和风振系数计算报告[R].杭州:浙汀大学土木系,2005.
  • 3Tamura Y. Response analyses on along-wind and across-wind vibrauons of tall building ir- time domain [ J ]. Wind Engineering and Industrial Aerodynamics, 1993,46/47 : 497 - 506.
  • 4Iwatani Y. Simulation of multi-dimensional Mnd fluctuations having any arbitray power spectra and cross speetra[J]. Journal of Wind Engineering, 1982,11:5 - 17.
  • 5Kasperski M, Niemann H J, The L. R. C. Method- A General Metbod of Estimating Unfavorable Wind Load Distributions for Linear Structures [J]. J. Wind Eng. Ind. Aerodyn, 1992,41 - 44-: 1753 - 1763.
  • 6行业标准.高层建筑混凝土结构技术规程(JGJ3-2002)[S].北京:中国建筑工业出版社,2002.
  • 7国家标准.建筑结构荷载规范(GB50009-2001)[S].北京:中国建筑工业出版社,2002.
  • 8Tsukagoshi H,Tamura Y,Sasaki A,et al.Response analyses on along-wind and across-wind vibrations of tall building in time domain. Journal of Wind Engineering and Industrial Aerodynamics . 1993
  • 9Iwatani Y.Simulation of multi -dimensional wind fluctuations having any arbitrary power spectra and cross spectra. Journal of Wind Engineering and Industrial Aerodynamics . 1982
  • 10Kasperski M,Niemann H J.The LRC method—a generalmethod of estimating unfavorable wind load distributions forlinear and nonlinear structure. Journal of Wind Engineering and Industrial Aerodynamics . 1992

引证文献3

二级引证文献2

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