摘要
文献犤1犦中的理论分析已经论述预应力混凝土单向板叠合成矩形板的双向受力效应的存在及变化趋势,同时提出了更好实现双向受力效应的构造措施.为了进一步验证上述结论,通过3000mm×3000mm×100mm的等比例钢筋混凝土板的试验,研究论证了预应力混凝土单向板叠合成矩形板的双向受力性能.同时通过试验验证构造措施的有效性及刚度和极限承载力的计算公式的可行性.
In order to check the two-way performance of rectangle slabs with unidirectional thin slabs, the results of tests made indicate that the existence and various tendencies of two-way performance, and the effectiveness of structural measures and the feasibility of stiffness and the ultimate bearing capacity formulation are checked by the tests.
出处
《哈尔滨建筑大学学报》
EI
北大核心
2002年第3期30-34,共5页
Journal of Harbin University of Civil Engineering and Architecture
