摘要
介绍采用竖向弹性地基梁法计算前板桩高桩承台结构的计算模型和通过有限元软件进行内力和位移计算时的关键点处理,说明采用该模型计算时应注意的问题。
This paper describes the calculation model for high platform on piles and front sheet pile structure by adopting the vertical elastic foundation method, points out the treatment of key points in internal force and displacement calculation by FEM, and puts forward matters of attention during calculation based on the model.
出处
《水运工程》
北大核心
2009年第5期44-46,127,共4页
Port & Waterway Engineering
关键词
前板桩
高桩承台
计算模型
刚度释放
front sheet pile
high platform
calculation model
stiffness release
