摘要
弹性地基上梁的计算是工程力学中的重要课题。本文研讨了基础埋深对沉降系数的影响。文中的一些关于沉降系数的表达式可用以求解深基工程中弹性地基上梁的问题。
Calculation of the stresses in beams on the elastic foundation is an importantsubject in engineering mechanics. In this paper the author studies the effect of the depth ofthe base of footing below ground surface on the influence cofficient for settlement,which isneglected in general.The expressions of the influence coefficient for settlement derived in this paper may beused to solve the problems of the beams on elastic foundation in deep footing engineering.
出处
《南京建筑工程学院学报》
1994年第2期36-42,共7页
Journal of Nanjing Architectural and Civil Engineering Institute(Natural Science)
关键词
弹性地基
基础埋深
沉降
计算
elastic foundation
depth of the base of footing below ground surface
influ ence coefficient for settlement
