摘要
本文从工程人员常用的简化方法入手，采用非线性分析程序分析了大量算例，建立了Ｌ形、Ｚ形截面承载力与腹板矩形承载力之间的关系，将复杂的异形截面承载力计算转化为简单的矩形截面承载力计算，提出了一种既能定性又能定量的实用计算方法。
In this paper, by using nonlinear analysis program a lot of examples are calculated and the compression-benging capacity relationship between L-shape and Z-shape section and the corresponding rectangular sections is determined. Thus the complicated capacity calculation of L-shape and Z-shape section is transformed to the simple capacity calculation of rectangular sec- tion. And a practical method of calculating for the compression-bending capacity of L-shape and Z-shape column is brought out.
出处
《结构工程师》
2000年第4期6-11,共6页
Structural Engineers
