A framework for assessing impaired seismic performance as a trigger for repair. (17th November 2021)

• Record Type: Journal Article
• Authors: Murray, Polly B.; Liel, Abbie B.; Elwood, Kenneth J.
• Is Part Of: Earthquake engineering and structural dynamics. Volume 51:Number 2(2022)
• Page Start: 438
• Page End: 456
• Publication Date: 2021-11-17
• Subjects: earthquake damage -- reinforced concrete moment frame buildings -- repair -- seismic performance; Structural dynamics -- Periodicals; Earthquake engineering -- Periodicals; 624.1762
• DOI: 10.1002/eqe.3573
• Languages: English
• ISSNs: 0098-8847

Abstract

Abstract: Uncertainty about when post‐earthquake repairs are needed delays decision making, and can lead either to unnecessary demolition or repair, or to inadequate repair actions. This study proposes a framework for assessing the effect of earthquake damage on the future seismic performance of a building. In this framework, we first assess drift demands during a maximum considered earthquake ( MCER ) level ground motion in an undamaged building, and then compare the drift demands in the same building during the same motion when it has been damaged by a prior shaking. We assess each building for a range of prior shaking events and 15 MCER ‐level motions. From these analyses, we determine the relationship between damage in the first motion—quantified as peak story drift demand—and the MCER ‐level motion drift demands—quantified as the ratio of peak drift demands in the damaged building to those in the undamaged building. This trend is used to indicate the level of damage at which performance is impaired, and repair is needed due to structural safety concerns. We apply this framework to a set of single‐degree‐of‐freedom structures and reinforced concrete moment frame buildings representative of construction in the United States. The results show that code‐conforming structures do not see significant drift amplifications in the damaged building when story drifts in the damaging motion do not exceed 2%, indicating they would not require major repairs for structural safety. Structures with less deformation capacity saw larger amplifications, and were affected when story drift demands in the damaging motion were lower. We also found that stiffer structures tend to see larger amplifications of drift demands.