摘要
介绍了两个足尺钢柱的耐火试验.将试验结果与上海《建筑钢结构防火技术规程》给出的钢柱抗火设计公式计算结果进行了比较,表明了该公式的适用性.
Fire-resistant experiments on two full scale steel columns are first presented. Then, comparisons are made between experimental results and numerical ones obtained from formulas for fire-resistant design of steel columns given in Shanghai Technical Code On Fire Safety of Steel Structures. It is shown that the Code is suitable for fire -resistant design of steel columns .
出处
《建筑结构》
CSCD
北大核心
2000年第9期12-15,共4页
Building Structure
关键词
钢柱
抗火试验
计算
steel columns
fire resistance experiment
calculation
