2023
DOI: 10.1002/eqe.3998
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Drift‐based risk‐oriented method for the explicit consideration of ground motion duration in seismic design

Vishvendra Bhanu,
Reagan Chandramohan,
Timothy Sullivan

Abstract: This study proposes a method to explicitly account for ground motion duration in seismic design by modifying structural deformation capacity. An equation is presented to adjust the design drift limit prescribed in the New Zealand standard NZS 1170.5, based on the anticipated reduction in structural deformation capacity for ground motion durations longer than a critical value. The proposed relationship is used to derive designs corresponding to three duration targets each for two case‐study steel moment frame b… Show more

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