摘要
采用竖向弹性地基梁法计算有锚板桩墙 ,首先要确定锚碇点位移或支承处刚度系数。本文从竖向弹性地基梁法计算出发 ,采用试验手段对锚碇点位移计算进行研究 ,提出了有关计算公式 。
In order to calculate the internal force of anchored sheet piling by the method of vertical beam on elastic foundation,the displacement of anchored points or the rigidity factor of supports should be determined first.From the calculation of vertical beam on elastic foundation,calculation of displacement of anchored points is studied by means of trials,thus giving relevant calculation formulas,which can be directly used to calculate the displacement of anchored points in engineering practice.
出处
《中国港湾建设》
2000年第4期27-31,共5页
China Harbour Engineering
关键词
竖向弹性地基法
锚碇点位移
刚度系数
拉杆力
method of vertical beam on elastic foundation
displacement of anchored points
rigidity factor
force of anchor tie
