摘要
本文分析计算风荷载作用下 2 5米通讯钢塔的支座反力 ,并介绍安装有 2 5米通讯钢塔屋面的综合楼的结构设计方法。
In this paper, the supporting force of the 25 metre high communication steel tower with wind load is analyzed and calculated, The method of structure design of the building with 25 metre high communication steel tower equipped on the roof is introduced
出处
《福建建筑》
2001年第B10期29-30,共2页
Fujian Architecture & Construction
关键词
通讯钢塔
风荷载
天线平台
结构设计
communication steel tower wind load antenna platform
