摘要
运用灰色系统理论，对钢筋混凝土梁的不完全的高温静荷载试验曲线Ｔ－ＳＭ进行预预，并获得了高温后钢筋混凝土梁剩余抗弯强度，为估算高温后钢筋混凝土梁的剩余抗变强度提供了一种新的方法。
T-S M curves of partially high temperature and static load test with grey theory were predicted in this paper The surplus flexture strength of the reinforced concrete after firing was obtained A new method of calculating surplus flexure strength of the reinforced concrete were also given
出处
《低温建筑技术》
北大核心
1998年第4期16-17,共2页
Low Temperature Architecture Technology
