Research Article

Variability and Accuracy of Target Displacement from Nonlinear Static Procedures

Figure 11

Computation of the roof displacement from the FEMA-356 CM, ASCE-41 CM, ATC-40 CSM, and FEMA-440 CSM in the longitudinal direction of the Watsonville Commercial Building.
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(a) FEMA-356 CM
582426.fig.0011b
(b) ASCE-41 CM
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(c) ATC-40 CSM
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(d) FEMA-440 CSM