| 用矩阵传递法计算地基沉降 |
| |
| 引用本文： | 罗发鋆,陈启明,陶伟明.用矩阵传递法计算地基沉降[J].应用基础与工程科学学报,1999(4). |
| |
| 作者姓名： | 罗发鋆 陈启明 陶伟明 |
| |
| 作者单位： | 同济大学地下建筑与工程系!上海200092(罗发鋆，陈启明)，浙江大学力学系!杭州310027(陶伟明) |
| |
| 摘 要： | 对固体力学中计算矩形厚板的矩阵传递法进行推广，并运用于地基中的沉降和应力计算，取得了相当好的计算结果．该方法与目前各设计部门广泛采用的分层总和法相比，使用过程更加简便，计算结果更精确．特别适用于处理诸如机场跑道、高速公路及大型油罐等地基的沉降和应力计算
|
| 关 键 词： | 矩阵传递法 地基 沉降 应力 |
A New Method for Analyzing the Settlement and Stress in Foundations |
| |
| LUO Fayun,CHEN Qiming.A New Method for Analyzing the Settlement and Stress in Foundations[J].Journal of Basic Science and Engineering,1999(4). |
| |
| Authors: | LUO Fayun CHEN Qiming |
| |
| Abstract: | Developed from a recently proposed method,which is used to solve the equations in mixed state Hamiltonian elements, this article approached a new method for analyzing the settlement and stress in foundations. A computer program has been developed. As the example demonstated, this method can deal with many kinds of foundations such as those at airplane lanes, freeways, tanks. More important, with the help of computers, this method has more colorful future than the conventional one used in Civil Engineering. |
| |
| Keywords: | matrix transfer method Hamiltonian element foundation settlement stress |
| 本文献已被 CNKI 等数据库收录！ |
