作　　者： (张树珺）; (王爽）;

机构地区： 南阳理工学院土木工程学院,河南南阳473004

出　　处： 《科技通报》 2017年第8期83-86,共4页

摘　　要： 为了更好地了解单层钢筋混凝土薄板结构的性能,提出一种单层钢筋混凝土薄板承压性力学性能研究方法,首先计算单层钢筋混凝土薄板的单元节点力和单元节点位移以及二者之间的关系,并分析单层钢筋混凝土薄板的刚度;然后对单层钢筋混凝土薄板进行线性和非线性屈曲分析;最后对单层钢筋混凝土薄板的承载力进行计算,实现单层钢筋混凝土薄板的承压性力学性能分析。实验结果证明,本文方法能够提高单层钢筋混凝土薄板的承压稳定性和抗震性能,具有良好的实用价值。 In order to better understand the performance of the single-layer reinforced concrete plate structure,put forward a kind of single-layer reinforced concrete plate pressure on the mechanical properties of research methods,first calculate the single-layer reinforced concrete plate units nodal force and node displacement and the relationship between them,and analysis of the stiffness of the singlelayer reinforced concrete plate;Then the single-layer reinforced concrete for the linear and nonlinear buckling analysis;Finally for calculation,the bearing capacity of the single-layer reinforced concrete plate realization of single-layer reinforced concrete plate on mechanics performance analysis.The experimental results show that the method can improve the pressure stability of the single-layer reinforced concrete plate and seismic performance,has good practical value.

关 键 词： 单层钢筋混凝土薄板 承压性 力学性能