摘要
本文首先通过大量的调查研究提出了无粘结预应力混凝土（ＢＵＰＣ）结构裂缝控制建议；然后，以已有研究成果为基础，通过计算机模拟分析，建立了用名义拉应力控制ＢＵＰＣ结构裂缝宽度的简化方法；最后给出了ＢＵＰＣ结构裂缝验算建议．
In the first place, this thesis provides the recommendation of cracking-control and checking calculation in BUPC (bond-unstable prestressed concrete) structures through a lot of research. Secondly, on the basis of research results, through calculation analysis, creates a simplified method of the width control of cracking in BUPC structures by nominal tensile stress and provides the recommendation of cracking -control and checking calculation in BUPC structures.
出处
《哈尔滨建筑大学学报》
1996年第6期21-25,共5页
Journal of Harbin University of Civil Engineering and Architecture
关键词
预应力混凝土
无粘结
裂缝控制
混凝土结构
prestressed concrete
bond-unstable
nominal tensile stress
cracking-colltrol
