摘要
对工程上广泛应用的钢筋混凝土简支梁，在跨高比与各种性能关系方面进行了分析研究，提出了跨高比的范围限值，给设计工作提供了方便。
t The relationship between the span-depth ratio and the various properties of simply supported reinforced concrete beam,and for convenience in design are studied,and the limit values and rangs for span-depth ratio of the beam are propered.
出处
《西安建筑科技大学学报（自然科学版）》
CSCD
1995年第4期447-450,共4页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
关键词
钢筋混凝土
简支梁
跨高比
限值
s:Reinforced concrete,Simply supported beam,Span-depth ratio,Limit-value.
