An analytical procedure is presented for evaluating the racking deformation
of rectangular and circular tunnel linings caused by soil-structure intera
ction during a seismic event. The procedure, as applied to rectangular lini
ngs, is supplementary to that previously published by Penzien and Wu (Earth
quake Engineering and Structural Dynamics, 1998; 27:283-300) for circular l
inings. Copyright (C) 2000 John Wiley & Sons, Ltd.