摘要
对3根钢—混凝土组合2×2.9 m两跨连续梁模型进行了试验研究,建立了钢—混凝土组合连续梁开裂荷载的简化计算方法,通过将计算结果与实测结果对比得吻合良好的结论,为相关工程设计提供了科学依据。
Experimental research was done to three models of steel-concrete composite continuous beam,2×2.9 m,the simple calculation method for cracking load of steel-concrete composite continuous beam was built up,the comparison between the result of calculation and the result of measure showed they agreed with each other,which provided the scientific basis for related engineering designs.
出处
《山西建筑》
2010年第17期73-74,共2页
Shanxi Architecture
关键词
钢—混凝土组合连续梁
裂缝
开裂荷载
steel-concrete composite continuous beam
cracks
cracking load
