传递矩阵法求梁的变形的探讨  

The discussion of calculation of beam deformation by the transfer matrix method

作　　者：况森保[1] 

机构地区：[1]南昌航空工业学院土木建筑系,江西南昌330034

出　　处：《南昌航空大学学报（自然科学版）》2003年第2期17-19,共3页Journal of Nanchang Hangkong University(Natural Sciences)

摘　　要：本文介绍传递矩阵法求梁的变形的基本原理和应用条件。传递矩阵法不仅概念简单 ,格式统一 ,便于上机操作 ,更重要的是如果把它与材料力学中的有关内容结合起来讲授 ,将能够自然地渗透现代工程广为应用的有限元法的基本思想 。This paper introduces the fundamental principle and applied conditions on calculation of beam deformation by the transfer matrix method. Because the concept of transfer matrix method is very simple, the form is unified, computerization calculation is very convenint. It is important that combining the method with relative content of material mechanics, the fundamental concept of finite element method can be permeated on material mechanics. This inspired us greatly to bring forth new ideas to the content of the course .

关 键 词：传递矩阵 梁的变形 连续梁 

分 类 号：TU311.4[建筑科学—结构工程]