摘要
对《轻钢结构基本构件抗力统计分析(Ⅰ)》中计算得到的理论值和承载力比值进行了单因素方差分析,将各种复杂的情况归类成几种简单的情况,从而统计到构件抗力计算模式不定性参数,并最终计算出了构件抗力不定性统计参数。
To incorporate small samples belong to disperse collectivity into larger samples,single-factor variance analysis are finished for the carrying-capacity ratio of test value to theoretical value from ＂Statistical analysis of elementary members resistance of lightweight steel structures（Ⅰ）＂.Then indeterminate statistical-parameters of all sorts of computation modes are obtained.Based on above statistical study,resistance statistical parameters of lightweight members are computed.
出处
《四川建筑科学研究》
北大核心
2010年第4期31-34,38,共5页
Sichuan Building Science
关键词
轻钢构件
单因素方差分析
抗力
不定性参数
lightweight steel member
single-factor variance analysis
resistance
indeterminate statistical-parameter
