摘要
通过结点线位移之间的相互关系和结点力的平衡关系 ,导出在忽略轴向变形下解有多根斜杆刚架的矩阵位移法 ,解决了编制一般刚架计算程序必须考虑轴向变形这一问题。
Under neglect the axial deformation,to solve rigid frame containing many bevel shaft with matrix displacement method is presented by relations between the linear displacement of joint and equilibrium relations of joint force.It can be used in solving the draw up computer programming of universal rigid frame must consider the axial deformation.
出处
《四川建筑科学研究》
2000年第3期14-16,共3页
Sichuan Building Science
关键词
斜杆
刚架
轴向变形
矩阵位移法
bevel shaft
rigid frame
axial deformation
matrix displacement method