哈尔滨建筑大学学报
哈爾濱建築大學學報
합이빈건축대학학보
JOURNAL OF HARBIN UNIVERSITY OF CIVIL ENGINEERING AND ARCHITECTURE
2000年
6期
22-25
,共4页
陈天愚%张克绪%单兴波
陳天愚%張剋緒%單興波
진천우%장극서%단흥파
复杂弹性地基梁%弹性线%地基反力矩阵%文克尔假定%刚度矩阵%修正刚度矩阵法
複雜彈性地基樑%彈性線%地基反力矩陣%文剋爾假定%剛度矩陣%脩正剛度矩陣法
복잡탄성지기량%탄성선%지기반력구진%문극이가정%강도구진%수정강도구진법
complicated elastic foundation beam%elastic line%foundation reaction matrix%Winkler hypothesis%stiffness matrix%modified stiffness matrix method
提出了一种分析复杂弹性地基梁体系的方法，即修正刚度矩阵法．该法是修正刚度矩阵法解单根地基梁的引伸和发展．在此阐述了该方法的原理，分析了一个具体的算例并与其他方法的结果做了比较。
提齣瞭一種分析複雜彈性地基樑體繫的方法，即脩正剛度矩陣法．該法是脩正剛度矩陣法解單根地基樑的引伸和髮展．在此闡述瞭該方法的原理，分析瞭一箇具體的算例併與其他方法的結果做瞭比較。
제출료일충분석복잡탄성지기량체계적방법，즉수정강도구진법．해법시수정강도구진법해단근지기량적인신화발전．재차천술료해방법적원리，분석료일개구체적산례병여기타방법적결과주료비교。
This paper describes a modified stiffness martrix method. This method is extended foranalysing system of complicated elastic foundation beam. An example is analysed by this method and acomparison between the results from other methods is made. It can be found out that better results canbe obtained by this method.
