“…The explicit algorithm is free of solving matrix equations, while it is limited by the Courant-Friedrich-Levy (CFL) stability condition and inefficient for numerical problem with fine structures in that high temporal resolution means heavy burden of operation time. In recent years, various methods have been proposed such as the hybrid implicit-explicit (HIE) FDTD method [3,4], magnetically-mixed Newmark-Leapfrog (MNL) FDTD method [5,6,7,8], weakly conditionally stable (WCS) FDTD method [9,10], FDTD method with filtering scheme [11,12], Crank-Nicolson (CN) FDTD method [13,14,15], alternatingdirection-implicit (ADI) FDTD method [16,17,18,19], locally-one-dimensional (LOD) FDTD method [20,21,22,23] and the Weighted-Laguerre-Polynomial (WLP) FDTD method [24,25,26,27]. Among the methods above, the method in [11,12] is an explicit and unconditionally stable FDTD method by filtering part of high frequency components to extend the time step size.…”