首页 | 本学科首页   官方微博 | 高级检索  
     检索      

水工建筑物板式基础结构的微机计算方法
引用本文:马永胜,王淑范.水工建筑物板式基础结构的微机计算方法[J].东北农业大学学报,1991(1).
作者姓名:马永胜  王淑范
作者单位:东北农学院水工结构教研室,东北农学院水工结构教研室
摘    要:本文提出了利用微机技术计算水利工程建筑中板式基础的方法。数学模型按弹性地基梁计算中的链杆法建立。程序以 BASIC 语言设计。链杆法是求解弹性地基梁的传统方法之一,但其计算十分繁杂,而且计算精度因所取链杆数目的多少相差甚大。本文应用微机使计算大为简化,并能根据工程需要达到计算精度。此法可在工程实际中广为采用。

关 键 词:链杆法  弹性地基梁  例置梁法

COMPUTER METHODS OF SLAB FOUNDATION STRUCTURE OF HYDRAULIC ENGINEERING
Ma Yongsheng Wang Shufan.COMPUTER METHODS OF SLAB FOUNDATION STRUCTURE OF HYDRAULIC ENGINEERING[J].Journal of Northeast Agricultural University,1991(1).
Authors:Ma Yongsheng Wang Shufan
Abstract:This article presents a computer method used to solve the flat foundation structure in hydrau-lic eegineering.Based on the connecting bar method of solving the slab of elastic foundation,a mathematicalmodel was established.A BASIC programme of digital computer was designed.Although con-necting bar method is one of the traditional methods used to solve the slab of elastic foundation,the calculation is very complicated and there is considerable difference in the precision of resultsdue to the number of connecting bars taken.The computer simplifies the calculation significantly.Higher precision can be obtained according to the project requirement.
Keywords:connecting bar method  slab of elastic foundation  upset beam method
本文献已被 CNKI 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号