摘要
首先针对对称受火后的钢筋混凝土结构(构件),给出了其火灾损伤值的计算方法;随后就低周往复情况,探讨了未受火钢筋混凝土结构(构件)每一时刻的损伤演变规律。
A calculation method for damage of R . C. structures members after fire is presented in this paper, Then, the damage of R. C. structures (members) suffered from low- cycle reciprocal load is discussed.
出处
《哈尔滨建筑大学学报》
1997年第3期7-12,共6页
Journal of Harbin University of Civil Engineering and Architecture
基金
国家自然科学基金
黑龙江省自然科学基金