摘要
分析了CEB—FIP、BP—2、ACI-209、F·Tells等几种常用的混凝土收缩徐变计算模式的特点，并通过具体算例对各种模式进行了比较分析。
The characterstics of several common used concrete shrinkage and creep models such as CEB-FIP (1978) . BP-2. ACI-209 (1978)and F. Tells are analysed. The comparison and analysis on these models are carried out with concrete examples.
出处
《石家庄铁道学院学报》
1998年第1期8-13,31,共7页
Journal of Shijiazhuang Railway Institute
关键词
混凝土
收缩徐变
模式
concrett
shrinkage and creep
model
