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SANG DONG KIM
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Name
Affiliation
Papers
SANG DONG KIM
Department of Mathematics, Kyungpook National University, Daegu 702-701, Republic of Korea
18
Collaborators
Citations
PageRank
24
35
9.22
Referers
Referees
References
63
110
65
Search Limit
100
110
Publications (18 rows)
Collaborators (24 rows)
Referers (63 rows)
Referees (100 rows)
Title
Citations
PageRank
Year
A least squares finite element method using Elsasser variables for magnetohydrodynamic equations.
0
0.34
2019
Newton's algorithm for magnetohydrodynamic equations with the initial guess from Stokes-like problem.
2
0.39
2017
An Iteration Free Backward Semi-Lagrangian Scheme for Guiding Center Problems.
3
0.41
2015
A New Fine Doppler Frequency Estimator Based On Two-Sample Fft For Pulse Doppler Radar
0
0.34
2013
Finite Element Preconditioning on Spectral Element Discretizations for Coupled Elliptic Equations.
0
0.34
2012
Convergence on error correction methods for solving initial value problems.
1
0.37
2012
An Error Corrected Euler Method for Solving Stiff Problems Based on Chebyshev Collocation
9
0.77
2011
A Memory-Efficient Hardware Architecture For A Pulse Doppler Radar Vehicle Detector
1
0.39
2011
A Novel Detection Algorithm for Ultra Wide Band Short Range Radar in Automotive Applications
1
0.63
2010
First-Order System Least-Squares Methods for an Optimal Control Problem by the Stokes Flow
1
0.39
2009
Permanence and stability of an Ivlev-type predator-prey system with impulsive control strategies
5
0.83
2009
Generalized Clenshaw–Curtis quadrature rule with application to a collocation least-squares method
0
0.34
2007
First-order system least squares for the Oseen equations
2
0.54
2006
Newton's method for the Navier-Stokes equations with finite-element initial guess of stokes equations
2
0.54
2006
Pseudospectral Least-Squares Method for the Second-Order Elliptic Boundary Value Problem
3
0.82
2003
Semicirculant Preconditioning of Elliptic Operators
2
0.52
2003
Preconditioning C1 Lagrange polynomial spline collocation method of elliptic equations by finite element method
0
0.34
2002
First-Order System Least Squares (FOSLS) for Spatial Linear Elasticity: Pure Traction
3
0.95
2000
1