摘要
对中国《钢结构设计规范》(GB50017-2003)和美国《核设施安全相关钢结构设计、制造及安装规范》(ANSI/AISC N690-1994)中组合梁的设计进行了比较。指出两国钢结构设计规范中对组合梁设计规定的相同点及不同点。为工程设计及研究人员对组合梁的设计和研究提供参考。
In this paper, we compare composite beam design under China＇s Code for Design of Steel Structures （GB50017-2003） and the US Specification for the Design, Fabrication, and Erection of Steel Safety-related Structures for Nuclear Facilities （ANSI/AISC N690-1994）. Differences and similarities of the two codes are pointed out. This would be useful for engineers and researchers to design or study.
出处
《核技术》
CAS
CSCD
北大核心
2010年第2期127-131,共5页
Nuclear Techniques
关键词
组合梁
稳定性
挠度
抗剪承载力
Composite beam, Stability, Deflection, Shear resistant capability
