[1]王全凤.双肢剪力墙结构整体稳定的ODE求解器解法[J].华侨大学学报(自然科学版),1995,16(1):50-54.[doi:10.11830/ISSN.1000-5013.1995.01.0050]
Wang Quanfeng.Solving the Overall Stability of a Structure with Coupled Shear Walls by an ODE Solver[J].Journal of Huaqiao University(Natural Science),1995,16(1):50-54.[doi:10.11830/ISSN.1000-5013.1995.01.0050]
点击复制
双肢剪力墙结构整体稳定的ODE求解器解法(
)
《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]
- 卷:
-
第16卷
- 期数:
-
1995年第1期
- 页码:
-
50-54
- 栏目:
-
- 出版日期:
-
1995-01-20
文章信息/Info
- Title:
-
Solving the Overall Stability of a Structure with Coupled Shear Walls by an ODE Solver
- 作者:
-
王全凤
-
华侨大学土木工程系
- Author(s):
-
Wang Quanfeng
-
-
- 关键词:
-
整体稳定; 求解器; 逆幂迭代; 正交化; 特征值移位
- Keywords:
-
overall stability; solver; iteration of inverse-power. orthogonalisation; eigenvalue displacement
- 分类号:
-
TU398.201
- DOI:
-
10.11830/ISSN.1000-5013.1995.01.0050
- 摘要:
-
提出一个用标准的常微分方程(简称ODE)求解器求解高层双肢剪力墙结构整体稳定的特征值问题的算法,并有机地结合标准非线性问题的转换、逆幂迭代、正交化、特征值移位等几项技术措施,使得稳定特征值问题能方便地靠ODE求解器的功效得以精确可靠地求解.
- Abstract:
-
For solving the overall stability of a tall building with coupled shear walls by a standard ODE(ordinary differential equation) solver, the author proposes an algoritym for solving eigenvalue problem. The algorithm integrates into itself such technical me
更新日期/Last Update:
2014-03-22