摘要
本文依据数理统计原理对钢筋混凝土无箍板抗剪性能的试验结果进行了研究.在对无箍板抗剪强度各影响因素的分析中,提出了关于抗剪强度计算的非线性模型,并进行了多元非线性回归计算.
This paper has studied the test results of the shear characteristic of the non-stirrup re- inforced concrete slabs basing in the principle of mathematical statistics.In the analysis of various factors influencing the shear strength of non-stirrup slabs,non-linear models of calculations for them are suggested,also poly-non-linear regression compatation are made
出处
《河南科学》
1989年第3期89-94,共6页
Henan Science
