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弹性地基上钢筋混凝土板计算新方法
引用本文:张伟刚. 弹性地基上钢筋混凝土板计算新方法[J]. 安徽建筑工业学院学报, 2006, 14(2): 25-27
作者姓名:张伟刚
作者单位:青岛理工大学建筑学院 青岛266033
摘    要:弹性地基上钢筋混凝土板的弯曲,一直是工程师所十分关切的问题,本文提出了求解弹性地基上钢筋混凝土板的边界无单元法,使在很少几个自由度下就可有较高的精度。

关 键 词:弹性地基  钢筋混凝土板  边界无单元法
文章编号:1006-4540(2006)02-025-03
收稿时间:2006-01-07
修稿时间:2006-01-07

A new method for reinforced concrete plate on the elastic foundation
ZHANG Wei gang. A new method for reinforced concrete plate on the elastic foundation[J]. Journal of Anhui Institute of Architecture(Natural Science), 2006, 14(2): 25-27
Authors:ZHANG Wei gang
Affiliation:School of Architecture, Qingdao Technological University, Qingdao 266033, China
Abstract:The bending problem of reinforced concrete plate on the elastic foundation have always been an interesting problem for engineers.The element-free method for Reinforced Concrete plates on the elastic foundation is presented in this paper.We still have fine precision even if only less freedoms are used.
Keywords:elastic foundation  reinforced concrete  boundary element-free method  
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