摘要
通过对姚玲森教授所推导的曲梁预应力计算公式与E .A .B .SALSE所推导的公式进行分析比较 ,利用曲梁有限元程序来分析E .A .B .SALSE公式的使用范围 ,并提出一判别式。
By analyzing and comparing curve beam prestres s calculative formula deduced by Professor YAO Ling-sen with formula deduced by E .A.B.SALSE,it analyzes applicative range of E.A.B.SALSE formula by using curve b eam limited meta procedure and propound a differential forluma.
出处
《山西建筑》
2005年第1期154-156,共3页
Shanxi Architecture
关键词
曲线梁
预应力
等代荷载
curve beam, prestress, equi-pro-load
