摘要
对现行教材和手册中按刚度条件确定钢板组合梁截面最小高度的方法进行了探讨,认为教材和手册给出的计算公式物理意义是不合理的,并通过列表计算进行了验证;对教材和手册给出的计算公式进行了修正,得出了较为合理准确的计算方法,可供设计人员及教师参考。
This paper discusses the determination of the minimum height of welded beam by the stiffness of the beam. The authors find out that the method of deciding the height, which is described in the current textbooks and manuals, is unreasonable. They suggest a correction and put forward a new computation method, more reasonable than the old one, for reference of the professionals.
出处
《贵州工业大学学报(自然科学版)》
CAS
2002年第6期25-28,65,共5页
Journal of Guizhou University of Technology(Natural Science Edition)
关键词
钢板组合梁
刚度
截面
计算方法
最小高度
welded beam
stiffness
section
computation method
minimum height