节点文献
考虑节点域和剪切变形影响的高桩码头横向排架的内力计算
Internal force calculation of bents of standing-pile wharfs considering influences of joint-panels and shear deformation
【摘要】 港口码头基桩数量的越来越多,导致了高桩码头中桩帽尺寸和梁的高跨比逐渐加大.本文针对高桩码头横向排架平面计算中的这一问题,提出了考虑节点域和剪切变形影响的计算方法.
【Abstract】 With the increase of the pile quantity of wharfs, the dimension of pile caps and the depth-span ratio of beams increase gradually. To deal with this problem in the calculation of the bent of standing-pile wharfs, a calculation method considering the influences of joint-panels and shear deformation is developed.
【关键词】 剪切变形;
节点域;
弹性支承;
排架内力计算;
码头;
【Key words】 shear deformation; joint-panel; elastic support; internal force calculation of bent; wharf;
【Key words】 shear deformation; joint-panel; elastic support; internal force calculation of bent; wharf;
- 【文献出处】 水利水运工程学报 ,Hydro-Science and Engineering , 编辑部邮箱 ,2005年01期
- 【分类号】U656.1
- 【被引频次】8
- 【下载频次】190