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Thornton Tomasetti 29 of 234 <br />NOMINAL MODEL (A=1.0) <br />I....................I 50'6/50Yr 20%/50yr (BSE-lE)1....................1 <br />Damper <br />Axial Max (k)Axial Max (k) <br />Kl 365.8 437.4 <br />[12]cll[33]ct][tct]CE]CE] <br />K3 365.6 437.1 <br />K4 365.8 437.4 <br />K6 365.7 437.2 <br />K7 367.0 439.0 4 <br />K9 367.0 439.1 <br />K 10 366.8 438.8 <br />K 12 367.3 439.1 <br />K 13 350.9 420.8 <br />K 14 350.8 421.0 <br />K16 350.9 421.2 <br />K 17 350.3 419.6 <br />K20 349.6 419.7 <br />K21 350.9 421.2 <br />K22 350.7 421.1 <br />K23 352.0 421.9 <br />MAXIMUM REPORTED DAMPER <br />FORCE FROM 4 GROUND MOTIONS AT <br />50%/50YR (AND 20%/50YR FOR <br />EXTREME CONDITIONS) <br />MODELED DAMPER PROPERTIES: <br />LINK TYPE: DAMPER-EXPONENTIAL <br />NL STIFFNESS 3000 K/IN <br />11DAMPING COEFFICIENT. 262.5 E-%/IN A + · ,.0DAMPING EXPONENT - 3< P 1-) <br />AVAILABLE FORCE LE L: 440K ..../ <br />(NO DAMPERS REAC JIS FORCf LE\EL v -1, .' -.f <br />UNDER CONSIDERED TIME HI.%,dkY-RONif) <br />Rev 1 0/22018 <br />db ch cb cb ch ch ctl cb ctl It Ib <br />EAST ELEVATION WEST ELEVATION