摘要
考虑次梁的扭转及弯曲变形,建立了两跨钢筋混凝土单向板的计算模型,推导了单向板弯矩的计算公式,并与传统的简化算法结果进行了对比。
In consideration of the torsional and flexural deformation of secondary beams,calculation models of two-span one-way slab were set up,bending-moment calculation formulae were proposed.Comparisions were made with the traditional method.
出处
《四川建筑科学研究》
北大核心
2005年第3期32-34,共3页
Sichuan Building Science
