传递矩阵法计算任意悬挑水平折梁  

THE CALCULATION OF ARBITRARY CANTILEVER HORIZONTALLY FOLDED BEAM BY TRANSFER MATRIX METHOD

作　　者：裘为柱[1] 刘箴[1] 

机构地区：[1]山东建筑工程学院,济南250014

出　　处：《工业建筑》2001年第12期27-28,36,共3页Industrial Construction

摘　　要：应用传递矩阵法 ,可方便地解决任意形状、任意荷载作用下悬挑水平折梁的计算问题。该方法计算公式规律性强 ,便于编制电算程序 ,且可同时解出内力和位移。The transfer matrix method is used to analyze internal forces and displacement of arbitrary cantilever horizontally folded beam under arbitrary shape and arbitrary loads. The formulas derived from this method has the advantages in systematization and is convenient for computer programming.

关 键 词：悬挑水平折梁 传递矩阵法 内力 位移 计算 

分 类 号：TU323.3[建筑科学—结构工程]