《高耸结构设计规范》中风荷载计算条文的修编探讨  

Revision Discussion of Wind Load Calculation In “Code for Design of High-rising Structures”

作　　者：屠海明[1] 

机构地区：[1]同济大学建筑设计研究院(集团)有限公司,上海200092

出　　处：《特种结构》2014年第4期97-100,共4页Special Structures

摘　　要：本文结合《建筑结构荷载规范(GB50009-2012)》中对于风荷载部分的调整,通过对风压高度系数和风振系数的分析,提出了《高耸结构设计规范(GB50135-2006)》中风荷载部分条文的修改意见,并列出了新的计算表格,且通过两种典型算例进行了验证。本文内容可为高耸设计规范的修编提供参考。According to the adjustment of the wind load of ＂Load code for the design of building structures （ GB50009-2012 ） ＂,the windpressure coefficient and wind vibration coefficient were analyzed in this paper, and several suggestions were put forward to revise some articles of ＂Code for design of high-rising structures （ GB50135-2006 ） ＂. In the meantime, two typical examples were used to verify it in this paper Itprovided reference for the revision of the code for design of high-rising structure.

关 键 词：荷载规范 高耸结构 风荷载 修编 

分 类 号：TU312.1[建筑科学—结构工程] TU347