摘要
首先简单介绍了现有的钢筋混凝土构件抗扭强度计算的简化力学模型,并指出了板-桁模型提出的必要性,最后对板-桁模型进行了详细介绍,有关经验可供相关专业人员参考。
The article briefly introduces the existing simplified mechanics model to calculate the torsional strength of steel reinforced concrete component,points out the necessity of plate-truss model,and introduces the plate-truss model in detail.The relative experience can be referred for the relevant technical members.
出处
《城市道桥与防洪》
2012年第12期86-89,10,共4页
Urban Roads Bridges & Flood Control
关键词
抗扭强度
简化力学模型
板-桁模型
torsional strength,simplified mechanics model,plate-truss model
