摘要
对不同圆心角的工字形水平钢曲梁和箱形水平钢曲梁的极限承载力进行了比较,并讨论了各种因素对曲梁稳定承载力的影响。
This paper makes the comparison of the ultimate bearing capacity of H-type horizontal curved steel beam and box-type horizontal curved Steel beam with different central angles, and discusses the influence of various factors on the stable bearing capacity of the curved beam.
出处
《科技情报开发与经济》
2007年第32期170-171,共2页
Sci-Tech Information Development & Economy
关键词
曲线钢梁
稳定承载力
非线性理论
curved steel beam
stable bearing capacity
nonlinear theory
