摘要
由于钢结构设计规范(GB50017—2002)与冷弯薄壁型钢结构技术规范(GB50018—2002)对钢结构轴心受压构件整体稳定计算采用了不同计算理论体系,因而给使用带来了不便。本文就钢结构轴心受压构件整体稳定系数计算的方法进行了探讨,提出了统一计算的方法。
The varied expressions of the whole stability coefficient of axially loaded compression members between the code GB500172002 for steel structures and the code GB500182002 for coldformed thinwalled steel structures have give inconvenience to use. So the unified computational method for the whole stability coefficient of axially loaded compression members of steel structure are discussed and presented in this paper.
出处
《武汉科技大学学报》
CAS
2003年第2期145-148,共4页
Journal of Wuhan University of Science and Technology
关键词
稳定系数
修正系数
切线模量
stability coefficient
correctional coefficient
modulus of tangent
