Elastodynamic Greens functions for orthotropic planestrain continua with inclined axes of symmetry

The article reports a methodology to synthesize the response of plane strain orthotropic and transversely isotropic half!spaces and full!spaces with arbitrarily oriented symmetry axes and subjected to concentrated and to distributed loads[ Numerical results include the response of a half!space and a full!space to a uniform strip load[ The examples presented analyze the in~uence of coordinate axis rotation and of the continuum anisotropy ratios[ Stationary dynamic behavior is assumed throughout the articl