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differential settlement using UBC97

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Dear friends:
I'm making an analysis on a four story (3 bays x 3 bays) isolated building according to UBC97 and I wanted to know how to evaluate differential settlements on this structure. May be what I need is load combinations and limits on maximum differences.
I'm finishing my graduate research on Introduction to Seismic Isolation at the Universidad Central de Venezuela, Caracas, Venezuela.
Leopoldo Sanz Bocaranda