Research Article

Variability and Accuracy of Target Displacement from Nonlinear Static Procedures

Table 4

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

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

Imperial County6.987.605.645.465.78
Sherman Oaks17.9817.9817.9817.9822.71
North Hollywood14.3314.3314.3314.3317.46
Watsonville2.752.682.412.761.93
Santa Barbara1.060.921.061.191.28