The 1976 UBC (Archive.org) contains language regarding (effectively) rigidity being considered in force distribution for seismic loads, see Chapter 23 (General Design Requirements), Sec 2312 (Earthquake regulations), item 4. Distribution of Horizontal Shear. (you need a free account then you can check the book out for an hour and the link will take you to the correct page).
As far as an example calculation - Information on Rigid diaphragm assumption and an example of the analysis by Louis Yaw, Walla Walla University (Washington State).