摘要
以一实际工程为背景 ,对产生裂缝的原因进行分类和分析 ,提出带受弯裂缝梁的承载力计算方法 ,并通过现场堆载实验对该方法进行了验证 ,计算结果和实验结果基本相符 。
A method to analyze the components with crack is presented under the background of a real engineering,and an experiment is carried out on the site to check it.It shows that the result of the computation coincides with that of the experiment approximately,which means the method is dependable and practicable adequately.So it is helpful to solve the problems in engineering practice.
出处
《建筑结构》
CSCD
北大核心
2002年第4期45-47,共3页
Building Structure
