We present a transfer matrix method which is particularly useful for solving some classes of sandpile models. The method is then used to solve the de-terministic nonabelian sandpile models for N=2 and N=3. The possibility of generalization to arbitrary N is discussed briefly.

The Slope Deflection Method is one of the displacement-based methods developed for structural analysis. In this study, an approach proposed static analysis continuous beams. basis includes Ricatti Transform, which was used in literature to get Transfer Matrix by using Finite Element Method. Transform applied firstly, application shown theoretically, and then two numerical examples were solved s...

model order reduction is known as the problem of minimizing the -norm of the difference between the transfer function of the original system and the reduced one. in many papers, linear matrix inequality (lmi) approach is utilized to address the minimization problem. this paper deals with defining an extra matrix inequality constraint to guarantee that the minimum phase characteristic of the sys...

Abstrucr4he field scattered from a subsurface object illuminated by a transient pulse is determined using the T-matrix method. Although the method itsell' is a resonance-region, frequency-domain technique, it is shown that it can be applied to problems in which the pulse has energy that spans several decades in the frequency domain. The illuminating pulse simulates one used in an actual VHF sub...