摘要
本文计算了完全粘合于刚性下卧层的中厚度地基上作用单位匀布荷载时的沉陷系数,研究了中厚度地基上基础梁的温度应力,计算了不同层厚比情况下各种柔度的基础梁在温度改变时所受的地基反力及梁的剪力和弯矩,并将所得的结果制成表格,以便设计时查用。
In this paper, the settlement coefficients of elastic layer of finite depth subjected to unit uniform load are presented.The elastic layer sticks to a rigid substratum.The temperature stresses of foundation beams rested on the elastic layer are studied. The foundation reactive force, shear force and moment of the foundation beam for different depth-width ratios (H/L)are calculated and their results are listed in tables. These tables might be used in engineering design.
出处
《土木工程学报》
EI
CSCD
北大核心
1990年第4期43-50,共8页
China Civil Engineering Journal
