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GLOBAL MODEL UPDATES AT A GLANCE: <br />-16-DAMPER ORIENTATION INCORPORATED <br />- NON-LINEAR TIME HISTORY ANALYSES WERE COMPLETED USING FOUR <br />GROUND MOTIONS EACH AT 72 YEAR MEAN RECURRENCE INTERVALS <br />(50% EXCEEDENCE IN 50 YEARS). <br />-DAMPER MAXIMUM AXIAL FORCE IS COMPUTED AND COMPARED TO ITS <br />CAPACITY PROVIDED BY TAYLOR DEVICES. <br />- COLUMN AXIAL-BIAXIAL BENDING AND SHEAR DEMANDS ARE ASSESSED. <br />- TYPICAL FLOOR ASSUMED: 3psf (SDL), 40psf (LL), 10psf (partition). FOR THE <br />LATTER, THE ENTIRETY IS ASSUMED TO BE SEISMIC MASS. <br />4. <br />L <br />4 :rd <br />£k <br />4 <br />1 <br />2. <br />ISOMETRIC VIEW <br />0 <br />PROJECT:888 N MAIN STREET SANTA ANA SUBJECT: <br />Tomasetti REFERENCE: S18003,01 ETABS MODEL PROGRESS UPDATES SSK-20180723 <br />BY: TT DATE: 7/23/2018