Improved Krylov Precise Time Integration Algorithm for Structural Dynamic Equations

被引:1
|
作者
Chen, Z. L. [1 ]
机构
[1] ChengDu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Pro, Chengdu 610059, Sichuan, Peoples R China
基金
国家创新研究群体科学基金; 中国国家自然科学基金;
关键词
SUBSPACE APPROXIMATIONS; MATRIX; COMPUTE; SCHEME;
D O I
10.2514/1.J058121
中图分类号
V [航空、航天];
学科分类号
08 ; 0825 ;
摘要
An improved Krylov precise time-step integration algorithm is proposed to solve the second-order differential equations with arbitrary excitation directly and efficiently. This method could tackle the complex excitations and improve the computing efficiency by determining the bound of iterative subspace (m) accurately. The upper bound of m could be obtained by computational efficiency analysis, whereas the error estimation is employed to compute the lower bound of m. Hence, the application of the improved Krylov precise time-step integration algorithm could be extended widely by determining the bound of m. Two numerical examples are also presented to demonstrate the practicability and the applicability of the proposed method.
引用
收藏
页码:3548 / 3555
页数:8
相关论文
共 50 条
  • [21] Fault location algorithm based on improved precise integration
    Peng, Zhengwei
    Zhao, Jinquan
    Tian, Zhengxiong
    Zhou, Xian
    Hsi-An Chiao Tung Ta Hsueh/Journal of Xi'an Jiaotong University, 2010, 44 (12): : 61 - 65
  • [22] An improved precise integration method for nonlinear dynamic system
    Zhang, SY
    Deng, ZC
    MECHANICS RESEARCH COMMUNICATIONS, 2003, 30 (01) : 33 - 38
  • [23] An Improved Higher-Order Time Integration Algorithm for Structural Dynamics
    Ji, Yi
    Xing, Yufeng
    CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES, 2021, 126 (02): : 549 - 575
  • [24] An improved higher-order time integration algorithm for structural dynamics
    Ji Y.
    Xing Y.
    CMES - Computer Modeling in Engineering and Sciences, 2021, 126 (01):
  • [25] Hermitian one-step numerical integration algorithm for structural dynamic equations
    Laier, JE
    ADVANCES IN ENGINEERING SOFTWARE, 2000, 31 (03) : 203 - 206
  • [26] An improved implicit time integration algorithm: The generalized composite time integration algorithm
    Kim, Wooram
    Choi, Su Yeon
    COMPUTERS & STRUCTURES, 2018, 196 : 341 - 354
  • [27] An Unconditionally Stable Dimensional Expanding Precise Time-step Integration Algorithm for Dynamic Problems
    Chen ZhenLin
    Xiao, Hu
    ENERGY, ENVIRONMENT AND ENGINEERING, 2012, 4 : 1 - 8
  • [28] A Robust and Efficient Composite Time Integration Algorithm for Nonlinear Structural Dynamic Analysis
    Zhang, Lihong
    Liu, Tianyun
    Li, Qingbin
    MATHEMATICAL PROBLEMS IN ENGINEERING, 2015, 2015
  • [29] AN INNOVATIVE PRECISE INTEGRATION METHOD IN SOLVING STRUCTURAL DYNAMIC PROBLEMS
    Wu, Chiun-lin
    Chuang, Ching-Chiang
    PROCEEDINGS OF THE ASME PRESSURE VESSELS AND PIPING CONFERENCE - 2013, VOL 2: COMPUTER TECHNOLOGY AND BOLTED JOINTS, 2014,
  • [30] An improved numerical integration algorithm for elastoplastic constitutive equations
    Cecilio, Diogo L.
    Devloo, Philippe R. B.
    Gomes, Sonia M.
    dos Santos, Erick R. S.
    Shauer, Nathan
    COMPUTERS AND GEOTECHNICS, 2015, 64 : 1 - 9