摘要
根据作者建立的预应力混凝土曲线梁理论模型及程序,用计算机模拟试验的方法定量地分析了圆心角、预应力、混凝土强度、纵向钢筋配筋量、箍筋配筋量等主要因素对预应力混凝土曲线连续梁极限承载力的影响.
First,a theoretical model is constructed and a software program is developed. Then,a method of computer simulation is used. Factors influencing the ultimate strength of the prestressed concrete curved continuous beams ,such as the central angle ,the prestressing, the strength of concrete, the distribution of longitudinal and hoop reinforcing bars ,are all analyzed quantitatively.
出处
《内蒙古工业大学学报（自然科学版）》
2005年第2期114-118,共5页
Journal of Inner Mongolia University of Technology：Natural Science Edition
关键词
曲线梁
混凝土
极限承载力
连续梁
curved beams
concrete
ultimate strength
continuous beams
