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

换铰法确定结点线位移数的研究
引用本文:孙晔青,雷金波.换铰法确定结点线位移数的研究[J].南昌航空工业学院学报,2005,19(1):26-30.
作者姓名:孙晔青  雷金波
作者单位:南昌航空工业学院土木建筑系 江西南昌330034 (孙晔青),南昌航空工业学院土木建筑系 江西南昌330034(雷金波)
摘    要:针对用换铰法确定位移法中独立的未知结点线位移时遇到的问题,提出了对定向支座的换铰处理方法,论证了与杆轴平行的链杆支座、定向支座处的线位移不必作为位移法独立的未知结点线位移,与杆轴垂直或斜交的链杆支座、定向支座处的线位移一般要作为位移法独立的未知结点线位移,总结出了用换铰法确定位移法中独立的未知结点线位移的简单计算公式,使得换铰法不再受边界条件的限制,并通过实例计算得以验证。

关 键 词:结点线位移  位移法  处理方法  计算公式  边界条件  实例计算  支座  定向
文章编号:1001-4926(2005)01-0026-05
修稿时间:0204年9月12日

Research on Changing- hinge's Analysis Method Determining the Number of Node Linear Displacement
SUN Ye-qing,LEI Jin-bo.Research on Changing- hinge''''s Analysis Method Determining the Number of Node Linear Displacement[J].Journal of Nanchang Institute of Aeronautical Technology(Natural Science Edition),2005,19(1):26-30.
Authors:SUN Ye-qing  LEI Jin-bo
Abstract:The method of dealing with the hinge for directional supports has been put forward while making use of the changing - hinge' s analysis method to determine the unattached unknown node linear displacement of displacement method. It is proved that the linear displacement of linking bar supports and directional support paralleled the bar axis should not regard the unattached unknown node linear displacement of displacement method, and the linear displacement of linking bar supports and directional support un - paralleled the bar axis should regard the unattached unknown node linear displacement. The simple calculation formulas of determining the unattached unknown node linear displacement by the changing-hinge' s analysis method have been summarized. The changing - hinge' s analysis method has not confined to the boundary condition in this paper, the correctness of the formulas has been validated by some examples.
Keywords:displacement method  linear displcement  hinge system  linking bar supports  directional support
本文献已被 CNKI 维普 万方数据 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