摘要
由于现行的欧洲钢结构规范Euro Code 3对于钢结构防火问题的研究是基于单跨简支构件根据ISO834时间温度曲线下的构件性能而确立的,因而存在一定的局限性,本文旨在对火灾情况下钢结构框架的性能进行研究。
In this study,procedure of Euro Code 3 has been followed to study the conditions and characteristics of the fire resistance of steel structures. Since the study has been conducted upon isolated simply-supported members that were heated according to the ISO834Time-Temperature curve,there exists limitation in the application of the current design codes for steel structure.
出处
《广东土木与建筑》
2015年第9期26-28,37,共4页
Guangdong Architecture Civil Engineering
