期刊文献+

风荷载作用下屋顶槽式聚光镜对建筑顶层结构的影响

Influence of roof groove type condenser structure on the roof structure under wind load
下载PDF
导出
摘要 屋顶槽式聚光镜在城区可以充分利用太阳能资源,绿色环保,但在屋顶安装高度约7 m的聚光镜,风荷载作用下会对屋顶结构产生强烈影响.以某5层框架结构为例,首先采用ANSYS软件建立安装槽式聚光镜前后的两种框架结构有限元模型;然后施加荷载,分别对结构模型进行静力计算,通过对顶层结构构件位移及内力对比分析,论证在风荷载下聚光镜对房屋顶层结构的影响,并提出了几种相应措施,可为安装在屋顶上的其他结构或设施的结构设计研究提供参考. The roof groove type condenser can make full use of solar energy resources in the urban area,which is environmental protection.However,the condenser installed on the roof with a height of about 7 meters has a strong impact on the roof structure under the action of wind load.Taking a fivestory frame structure as an example,firstly,the finite element models of two kinds of frame strutures before and after installing the condenser are created based on ANSYS,and then loads are applied and the static calculation are performed separately through comparative analysis of the displacement and stress of the roof members,the influence of the condenser on the roof floor structure is demonstrated,and several corresponding measures are put forward,which provide reference for structural design research or facilities installed on the roof.
作者 蒋焕青 李正农 邹琼 JIANG Huangqing;LI Zhengnong;ZOU Qiong(Department of Civil Engineering,HuNan Urban Construction College,Xiangtan 411101,China;College of Civil Engineering,Hunan University,Changsha 410082,China;College of Civil Engineering and Mechanics,Xiangtan University,Xiangtan 411105,China)
出处 《广西科技大学学报》 2021年第1期99-106,共8页 Journal of Guangxi University of Science and Technology
基金 国家自然科学基金青年科学基金项目(51708478)资助。
关键词 屋顶槽式聚光镜 风荷载 框架结构 有限元分析 顶层结构 roof groove type condenser wind load frame structure finite element analysis roof structure
  • 相关文献

参考文献4

二级参考文献38

  • 1袁莹,王国栋,王子文.集热器构件化——太阳能与建筑一体化设计的必由之路[J].太阳能学报,2005,26(1):44-48. 被引量:23
  • 2张耀春,倪振华,王春刚,秦云.高层开洞建筑测压风洞试验[J].建筑结构,2006,36(2):86-90. 被引量:14
  • 3罗智慧,龙新峰.槽式太阳能热发电技术研究现状与发展[J].电力设备,2006,7(11):29-32. 被引量:45
  • 4赵玉磊,张清哲,李春生,王杰,于天津.太阳能热水器上下水管路防冻的四种方法[J].太阳能,2007(1):23-25. 被引量:5
  • 5GB50009--2012建筑结构荷载规范[s].北京:中国建筑工业出版社,2012.
  • 6Houghton E L,Carrathers N B. Wind forces on buildings and Structures:an Introduction[ M]. New York: John Wiley and Sons, 1976. http ://pengky. cn/TYN-juguang/d-caoshiJG-TYNFD/caoshi-TRNFD/caoshi-TYNFD, html.
  • 7Murakami S. Current status and future trends in computational wind engineering[ J ]. Journal of Wind Engineering and Industrial Aerodynamics, 1997, (67,68) : 3 - 34.
  • 8Wang YL, Li Z N, Wind pressure and wind-induced vibration of heliostat [ C ] ff Advances in Concrete and Structures, Trans Tech Publications Ltd ,2008 : 935 - 940.
  • 9田村幸雄,孙瑛,译.建筑风洞试验指南(中译本)[M].北京:中国建筑工业出版社,2009.
  • 10GONG Bo, WANG Zhifeng, LI Zhengnong, et al. Field measurements of boundary layer wind characteristics and wind loads of a parabolic trough solar collector [ J]. Solar Energy, 2012, 86(2012) : 1880 - 1898.

共引文献23

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