논문상세정보
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- 저자 Shuenn-Yih Chang
- 제어번호 104824924
- 학술지명 Structural Engineering and Mechanics, An Int＇l Journal
- 권호사항 Vol. 65 No. 1 [ 2018 ]
- 발행처 국제구조공학회
- 자료유형 학술저널
- 수록면 91-98
- 언어 English
- 출판년도 2018
- 등재정보 SCIE;SCOPUS
- 판매처
유사주제 논문( 5,594)
Performances of non-dissipative structure-dependent integration methods
Shuenn-Yih Chang
2018년
'
Performances of non-dissipative structure-dependent integration methods' 의 주제별 논문영향력
| 주제 |
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| 동일주제 총논문수 | 논문피인용 총횟수 | 주제별 논문영향력의 평균 |
| 5,578 | 0 |
0.0% |
주제별 논문영향력
' Performances of non-dissipative structure-dependent integration methods' 의 참고문헌
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Structure-dependent improved Wilson-<TEX>${\theta}$</TEX> method with higher order of accuracy and controllable amplitude decayMohammadzadeh, S. [2017]
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Stability and accuracy of differential quadrature method in solving dynamic problemsFung, T.C. [2002]
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Solving initial value problems by differential quadrature method-Part 2: second-and higher-order equationsFung, T.C. [2001]
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Numerical dissipation for explicit, unconditionally stable time integration methodsChang, S.Y. [2014]
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New unconditionally stable explicit integration algorithm for real-time hybrid testingTang, Y. [2017]
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Improved numerical dissipation for time integration algorithms in structural dynamicsHilber, H.M. [1977]
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Improved explicit method for structural dynamicsChang, S.Y. [2007]
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Family of structure-dependent explicit methods for structural dynamicsChang, S.Y. [2014]
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Extended state-space time integration with high-frequency energy dissipationKrenk, S. [2008]
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Explicit pseudodynamic algorithm with unconditional stabilityChang, S.Y. [2002]
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Evaluation of numerical integration methods in elasto-dynamicsGoudreau, G.L. [1972]
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Dissipative, non-iterative integration algorithms with unconditional stability for mildly nonlinear structural dynamicsChang, S.Y. [2015]
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Development of direct integration algorithms for structural dynamics using discrete control theoryChen, C. [2008]
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Development of a family of unconditionally stable explicit direct integration algorithms with controllable numerical energy dissipationKolay, C. [2014]
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Development of a family of explicit algorithms for structural dynamics with unconditional stabilityGui, Y. [2014]
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Collocation, dissipation, and 'overshoot' for time integration schemes in structural dynamicsHilber, H.M. [1978]
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Assessment of explicit and semi-explicit classes of model-based algorithms for direct integration in structural dynamicsKolay, C. [2016]
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An explicit method with improved stability propertyChang, S.Y. [2009]
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An alpha modification of Newmark's methodWood, W.L. [1981]
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Accurate representation of external force in time history analysisChang, S.Y. [2006]
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A time integration algorithm for structural dynamics with improved numerical dissipation: the generalized-<TEX>${\alpha}$</TEX> methodChung, J. [1993]
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A new family of explicit method for linear structural dynamicsChang, S.Y. [2010]
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A method of computation for structural dynamicsNewmark, N.M. [1959]
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A general technique to improve stability property for a structure-dependent integration methodChang, S.Y. [2015]
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A fast precise integration method for structural dynamics problemsQ. Gao [2012]
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A family of non-iterative integration methods with desired numerical dissipationChang, S.Y. [2014]
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A family of dissipative structure-dependent integration methodsShuenn-Yih Chang [2015]
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A computer program for the dynamic stress analysis of underground structuresWilson, E.L. [1968]