"Of the three basic types of lateral load resisting systems, shear walls are generally the most rigid, that is, they deflect the least when subject to a given lateral load. Braced frames are usually less rigid, followed by moment-resisting frames, which are the least rigid. The more rigid the lateral load resisting system, the more seismic load it tends to attract."
Does this mean that shear walls are better at resisting seismic loads than the other two or worse?