摘要
对《建筑结构荷载规范》2012版和《钢塔桅结构设计规范》2004版两本规范中风荷载的取值进行了对比,通过算例,了解了两版规范对风荷载的影响,为以后的工程设计提供了参考依据。
The paper compares the evaluating of the wind loading in the two regulations,Architectural Structural Loading Regulation 2012 and Structural Design Regulation of Steel Tower Mast 2004,and indicates the influence of the two editions on the wind loading by the calculation exam-ples,so as to provide some reference for following engineering design.
出处
《山西建筑》
2015年第11期33-34,共2页
Shanxi Architecture
关键词
高耸结构
风荷载
规范对比
风压高度变化系数
towering structure
wind loading
regulation comparison
wind pressure height change coefficient
