摘要
推导了大位移下空间桁架全量形式的平衡方程和考虑位移修正的刚度矩阵。
Space trusses＇equation of equilibrium with all - variables form and stiffness matrix with displacement amended under large displacement are deduced. Numerical example illuminates that the mathod presented in this paper can analyse the geometrically nonlinear problems of space trusses with more accurately.
出处
《福建建筑》
2008年第1期29-30,62,共3页
Fujian Architecture & Construction
关键词
空间桁架
几何非线性
有限元分析
Space trusses Geometrically nonlinear Finite element analysis
