02 February 2015 3 7K Report

According to current codes for the seismic design of structures, the design base shear is calculated by dividing the base shear obtained through modal synthesis in conjunction with an elastic design spectrum by the strength reduction (behavior) factor.

How do engineers calculate Reduction factors in the seismic code?

Is there any method to determine Reduction factors without using Pushover or Nonlinear Response History Analysis?

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