论文部分内容阅读
通过对设和不设圈梁及构造柱的两种砌体结构模型进行试验 ,并应用ANSYS软件对其进行理论分析 ,研究圈梁及构造柱对砌体结构现浇楼板非荷载裂缝的影响 ,得出一些有益的结论。
The two kinds of masonry structure models with and without a ring beam and a structural column were tested and analyzed by ANSYS software to study the influence of ring beam and structural column on the non-load cracks in cast-in-place slab with masonry structure. Come to some useful conclusions.