摘要
主要针对索—混凝土组合梁这一新型结构,利用大型有限元分析软件ANSYS进行了非线性分析,研究了索—混凝土组合梁在一定荷载作用下的受力模型以及其部件的拉压情况,并通过对比证实了索—混凝土组合梁的优越性。
It mainly aims at the new structure of the cable-concrete combination beam,utilizes the large finite element analysis software ANSYS to get nonlinear analysis,studies on the effect of loading,the forcing mode and extension situation of its parts of the cable-concrete combination beam,and according to comparison proves advantages of the cable-concrete combination beam.
出处
《山西建筑》
2010年第3期72-73,共2页
Shanxi Architecture
关键词
索—混凝土组合梁
非线性
有限元分析
cable-concrete combination beam
nonlinear
finite element analysis
