首页 | 本学科首页   官方微博 | 高级检索  
     

风荷载对1000kV变电架构的影响
引用本文:林小兵,巢琼. 风荷载对1000kV变电架构的影响[J]. 武汉大学学报(工学版), 2007, 0(Z1)
作者姓名:林小兵  巢琼
作者单位:[1]华东电力设计院 [2]华东电力设计院 上海
摘    要:在对1 000 kV变电架构进行风荷载受力分析时,以单跨架构为例计算风振系数zβ并判断其合理性.按联合架构,计算不同风向时架构的受力情况及风荷载产生的内力占总内力的情况,从而为1 000 kV变电架构及类似结构的风荷载计算提供参考.

关 键 词:1000kV变电站  架构  风荷载

Effect of wind load on truss structures for 1000kV substations
LIN Xiaobing,CHAO Qiong. Effect of wind load on truss structures for 1000kV substations[J]. Engineering Journal of Wuhan University, 2007, 0(Z1)
Authors:LIN Xiaobing  CHAO Qiong
Abstract:When analyzing 1 000 kV substation truss structure at wind load,using single-oulet portal frame as an example,we calculate dynamic effect factor of wind at a height of βZ and demonstrate if it is right.Taking a combined truss structure for example,its internal forces under wind load in different directions are analyzed;and the proportions of internal forces under wind load to ones under overall load are analyzed too.From above analysis,the results can be provided references for 1 000 kV substation truss structure and similar projects.
Keywords:1000kV substation  truss  wind load
本文献已被 CNKI 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号