摘要
通过网状纤维混凝土T 形梁系列性试验,应用数值分析的结果与现行的我国混凝土结构设计规范并轨,使网状纤维混凝土T 形截面受弯构件正截面承载力计算与一般钢筋混凝土构件结构设计一样简单。
The calculation of bearing capacity on ferroconcrete bending member with T section is made as simple as that of reinforced concrete by comparing the mathematical analysis results of a series tests of ferroconcrete T beam with that in the Chinese concrete structure design code,so that the designer can grasp the calculation method of this composite material rapidly.
出处
《工业建筑》
CSCD
北大核心
2000年第3期30-34,共5页
Industrial Construction
