摘要
在考虑钢筋代换相关规定的基础上,给出了矩形截面受弯构件等强度代换、等挠度代换及等裂缝宽度代换的实用计算方法,并分析了不同情况下起控制作用的因素,从而使钢筋代换计算过程简捷且结果可靠。
Based on considering relative principles in reinforcement replacement, some practical methods for calculating reinforcement replacement of rectangular section flexural members with equal strength, equal deflection and equal crack width are presented, and the key factors in different conditions are analyzed. The process of replacing reinforcement becomes shortcut and the results are reliable by adopting this method.
出处
《施工技术》
CAS
北大核心
2007年第3期66-67,共2页
Construction Technology
关键词
矩形截面
受弯构件
钢筋代换
rectangular section
flexural members
reinforcement replacement