摘要
对组合梁混凝土翼板的有效宽度与挠度计算间的相关问题进行了讨论.这项研究是通过对不同梁的有效宽度与挠度的计算结果比较分析来进行的,研究对象为简支组合梁.研究表明,对于所有的试件来说,混凝土翼板的有效宽度对组合梁的挠度计算有着显著影响.
The paper deals with the relations between the effective width of steel-concrete composite beams and their deflections. The study is performed through comparison and analysis on the evaluation results of deferent effective width of steel-concrete composite beams and their deflections. It is shown that for all specimens the effective width of steel-concrete composite beams have an obvious influence on their deflections.
出处
《建筑技术开发》
2005年第12期56-57,91,共3页
Building Technology Development
