Just taking your question at face value, I think it could be kind of interesting! Except I guess when you say "attracting [susceptible to?] seismic forces" it's more instead more meaningful to ask whether the structure would be subject to greater stress.
First, model the wall as either a vertical beam or a vertical plate. If the ground is subject to an acceleration ##\mathbf{A} = A_0 \cos{(\omega_d t)} \mathbf{e}_x## then you can model the situation by subjecting the structure to a uniform body force ##\mathbf{f} = - \rho A_0 \cos{(\omega_d t)} \mathbf{e}_x##. Taking the beam model as an example, this is equivalent to the problem of a horizontal cantilever beam, fixed at one end, and subject to a time-dependent gravitational potential ##U(y) = - \mathbf{f} \cdot \mathbf{x} = y \rho A_0 \cos{(\omega_d t)}##. Then you can just take the EL equation for the beam (assuming homogeneity of E and I)$$EI \frac{\partial^4 w}{\partial x^4} + \mu \frac{\partial^2 w}{\partial t^2} = q$$solve for ##w(x,t)## and from that determine the components ##\sigma_{ik}## of the stress tensor in the beam. Might be fun to try varying some of the parameters to see whether a flexible beam or a rigid beam will experience greater stress. [Maybe easier said than done, but hey, Mathematica exists for a reason!]