| 用计算机程序对弹性地基和上部框架进行整体分析 |
| |
| 引用本文： | 李传才.用计算机程序对弹性地基和上部框架进行整体分析[J].武汉大学学报(工学版),1986(3). |
| |
| 作者姓名： | 李传才 |
| |
| 作者单位： | 武汉水利电力学院建筑工程系 |
| |
| 摘 要： | 用有限单元法对弹性地基和上部框架进行整体分析,是一种有效的办法。作者编制的计算机程序《PGK—02》可同时适用于文克尔假定和半无限弹性体假定,适用于复杂的地基,复杂的上部框架,以及复杂的荷载。经近十年的考核,证明用其计算水工建筑中经常遇到的弹性地基上的框架或弹性地基上的梁,具有快速、简便、高精度的优点。该程序还具备对地基网格进行自动剖分的功能,从而使数据的手工准备工作十分简单。
|
| 关 键 词： | 有限元素法 地基 弹性基础 框架结构 |
Monolithic Analysis of Elastic Foundation and the Frame Above by Computer Program |
| |
| Li Chuancai.Monolithic Analysis of Elastic Foundation and the Frame Above by Computer Program[J].Engineering Journal of Wuhan University,1986(3). |
| |
| Authors: | Li Chuancai |
| |
| Affiliation: | Li Chuancai |
| |
| Abstract: | It is effective to use finite element method in monolithic analysis of an elastic foundation with the frame on it. The computer program PGK-02 designed by the author can simultaneously be applicable to E. Winkler's assumption, elastic half-unlimited structural assumption, complex foundation with its frame and complex loading. It also has the advantages of high speed, accuracy and simplicity, and has the function to divide elements automatically, thus simplifying manual data preparation. |
| |
| Keywords: | finite element method ground foundation frame structure |
| 本文献已被 CNKI 等数据库收录！ |
|
