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Author:

Yuan, Si (Yuan, Si.) | Yuan, Quan (Yuan, Quan.) | Yan, Wei-Ming (Yan, Wei-Ming.) (Scholars:闫维明) | Li, Yi (Li, Yi.) | Xing, Qin-Yan (Xing, Qin-Yan.)

Indexed by:

EI Scopus PKU CSCD

Abstract:

This paper uses the simplest linear finite elements of the Galerkin type and gives a compact and efficient recurrence solution formula for equations of motion. Further, based on the EEP (Element Energy Projection) super-convergence technique, two critical techniques, i.e. adaptive time-step size and recovery of nodal displacement accuracy, have been developed, enabling a linear finite element solution with errors uniformly distributed and satisfying the pre-specified error tolerance at any moment in the whole time domain. Numerical examples of both single and multiple degreed systems are given to verify the validity of the proposed method. © 2018, Engineering Mechanics Press. All right reserved.

Keyword:

Numerical methods Time domain analysis Equations of motion Galerkin methods

Author Community:

  • [ 1 ] [Yuan, Si]Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing; 100084, China
  • [ 2 ] [Yuan, Quan]Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Yan, Wei-Ming]Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Li, Yi]Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Xing, Qin-Yan]Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing; 100084, China

Reprint Author's Address:

  • [yuan, si]key laboratory of civil engineering safety and durability of china education ministry, department of civil engineering, tsinghua university, beijing; 100084, china

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Source :

Engineering Mechanics

ISSN: 1000-4750

Year: 2018

Issue: 2

Volume: 35

Page: 13-20

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 10

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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