摘要
采用三维有限元模型,通过对3个工程实例的分析,探讨了影响钢筋混凝土渣廊开裂与可靠性的主要因素和一般规律,并简要给出了一种经济有效的加固方法。
Using the three dimensional finite element analysis for 3 engineering examples, some factors and various parameters affecting cracking and reliability of RC residue corridors are studied. At the same time, an economical and effective strengthening technique is also briefly given.
出处
《西安建筑科技大学学报(自然科学版)》
CSCD
1997年第4期455-458,共4页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
关键词
钢筋混凝土
结构渣廊
开裂
可靠性
加固
钢厂
reinforced concrete, residue corridor, cracking, reliability, strengthening