摘要
依据基础变形协调条件和文可尔假定,提出了拱座等受水平荷载作用的台阶形基础底面和背面应力计算方法。
Based on conditions of foundation deformation coordination and winkler assumption,the paper proposes the methods for calculation of stress in base and back of step - shaped foundation of arch seat, etc under horizontal load＇s action.
出处
《北方交通》
2007年第1期73-76,共4页
Northern Communications
关键词
拱座
台阶基础
变形协调
基底应力
Arch seat Step - shaped foundation Deformation coordination Stress of base
