摘要
通过对钢筋混凝土单筋矩形截面受弯构件相对受压区高度的经济分析 ,提出了单筋矩形截面受弯构件相对受压区高度的经济取值范围。可简单地通过估算截面高度或控制截面相对受压区高度的方法达到优化设计的目的。
Based on the economic analysis for a relative depth of the compression zone of R.C. flexural members with single reinforcement section, the economical range of depth of the relative compression zone is suggested. It is simple and convenient to reach the aim of optimization design by estimating the depth of section and controlling the relative depth of the compression zone of the members.
出处
《工业建筑》
CSCD
北大核心
2005年第2期100-102,共3页
Industrial Construction
