摘要
分别采用《门式刚架轻型房屋钢结构技术规程》(CECS102∶2002)和《建筑结构荷载规范》(GB50009-2001)的风荷载体型系数,对不同跨高比、荷载等级、基本风压的荷载效应组合进行分析,其结果可供设计人员参考。
Using the wind load's profile coefficients in “Technical Specification for Steel Structures of Light-Gauge Buildings with Gabled Frames” (CECS 102∶2002)and “Load Code of Building Structure” (GB 50009-2001), a comparative analysis is conducted according to different span-height ratio,different load's grade, different fundamental wind pressure and different combination of load's effect ,through which conclusions are obtained ,which may be a reference for designers.
引文
1 CECS102∶2002 门式刚架轻型房屋钢结构技术规程
2 GB50009-2001 建筑结构荷载规范
3 林功丁.门式刚架风荷载与地震作用的探讨.工业建筑,2004,34(9):84-86
4 姜兰潮,汪一骏.门式刚架设计中关于风荷载体型系数的研究.钢结构,2004,19(5):12-14
5 02SG518-1 门式刚架轻型房屋钢结构标准图集