摘要
建立无梁楼盖力学分析模型,利用ANSYS程序梁板单元进行有限元计算,讨论无梁楼盖在周边部分为简支、固支等不同条件下楼盖弯矩内力的影响.
In the paper, the mechanical model of concrete slab is established. With the aid of the general commercial software ANSYS, the concrete slab is modeled. Furthermore, the bending moment of concrete slab is computed and analyzed under simply supported and clamped boundary conditions, respectively.
出处
《工程建设与设计》
2008年第4期20-22,共3页
Construction & Design for Engineering
关键词
无梁楼盖
支撑条件
弯矩内力
数值模拟
concrete slab
boundary conditions
bendingmoment
numerical simulation
