摘要
本文以转换层厚板为例来探讨非杆件结构体系按照弹性应力图形进行配筋的方法.通过一个工程实例,运用应力配筋法对转换层厚板作了比较详细的整体应力分析和应力配筋计算.通过分析比较一般设计方法与应力配筋方法的共同点及差异性,表明了此方法的合理性和实用性.
The method of placing steel bars in accordance with stress diagrams for non-pole structure with a instance of the thick plate transition layer is demonstrated in the paper. By means of a case of a project, the stress distribution of the whole thick plate transition layer is analyzed; the design of placing bars by the method of placing steel bars in accordance with stress diagrams is proceeded. It is shown by the analyzing of similarity and diversity between the common design methods and the method of placing steel bars in accordance with stress diagrams that the presented method is feasible and practical.
作者
程亚娟
简政
冯宏团
Cheng YaJuan;Jian Zheng;Feng HongTuan
出处
《西北水力发电》
2005年第3期30-33,共4页
Journal of Northwest Hydroelectric Power
关键词
非杆件结构
厚板
应力配筋
non-pole structures
thick plate
placing steel bars in accordance with stress diagrams