The analysis of high-frequency propagation of radio signals inside a railroad tunnel is of great importance for broad-band channel characterization and the design of suitable devices allowing wireless communication to be maintained when the train is inside the tunnel itself. Reinforced concrete walls often present periodic distributions of steel bars, which can be efficiently analyzed by means of Floquet theory. In this contribution this theory is used in conjunction with a ray-tracing algorithm to realize an accurate numerical field prediction tool. ©2005 IEEE.
Floquet-modes enhanced ray-tracing procedure for field prediction in a railway reinforced concrete tunnel / Bernardi, Paolo Italo; Caratelli, Diego; Cicchetti, Renato; F., Mastronardi; G., Pelosi; C., Riminesi; S., Selleri; Testa, Orlandino. - STAMPA. - 1 A:(2005), pp. 787-790. (Intervento presentato al convegno 2005 IEEE Antennas and Propagation Society International Symposium and USNC/URSI Meeting tenutosi a Washington; United States nel 3 July 2005 through 8 July 2005) [10.1109/aps.2005.1551441].
Floquet-modes enhanced ray-tracing procedure for field prediction in a railway reinforced concrete tunnel
BERNARDI, Paolo Italo;CARATELLI, Diego;CICCHETTI, Renato;TESTA, Orlandino
2005
Abstract
The analysis of high-frequency propagation of radio signals inside a railroad tunnel is of great importance for broad-band channel characterization and the design of suitable devices allowing wireless communication to be maintained when the train is inside the tunnel itself. Reinforced concrete walls often present periodic distributions of steel bars, which can be efficiently analyzed by means of Floquet theory. In this contribution this theory is used in conjunction with a ray-tracing algorithm to realize an accurate numerical field prediction tool. ©2005 IEEE.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
