Research Article

Variability and Accuracy of Target Displacement from Nonlinear Static Procedures

Table 3

Peak roof displacement estimated from four nonlinear static procedures and derived from recorded motions in longitudinal direction; all values of displacements are in cm.

BuildingNonlinear static procedure
FEMA-356 CMASCE-41 CMATC-40 CSMFEMA-440 CSMRecorded

Imperial CountyN/AN/AN/AN/AN/A
Sherman Oaks27.9827.9824.2627.0933.60
North Hollywood10.1710.1710.1710.179.75
Watsonville3.133.013.122.983.33
Santa Barbara0.360.350.570.560.68