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seismic loads on post tensioned conc parking structures

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Was wondering if anyone knew of a good reference for designing 
post-tensioned garages for moderate seismic loads particulary;

1. Using the ramp diaphragms to carry lateral loads.

2. Using frame action of the post-tensioned beams and columns to resist 
seismic loads - applicability of detailing requirements (Zone 2B) for 

Thanks Steve Baldridge, SE,PE