Technical Papers
Mar 26, 2024

Using Nonlinear-Elastic Stiffness at Small Displacement to Identify Damage in a Full-Scale Reinforced Concrete Building

Publication: Journal of Performance of Constructed Facilities
Volume 38, Issue 3

Abstract

In this paper, sensitivity of small-amplitude stiffness of a full-scale, three-story reinforced concrete flat-plate structure is investigated to assess development of damage during cyclic lateral load with up to 3.0% lateral drift ratio. The small-amplitude displacement tests were made at a maximum 0.03% drift ratio between the cycles of lateral loads causing mean roof drifts of 1.5% and 3.0% drift ratios. Results of the small-amplitude experimental program suggest that the building behaves as a nonlinear-elastic system at small displacement (i.e., drift ratio below 0.03%), and the small-amplitude stiffness compared at identical displacements can indicate damage from previous large-displacement cycles. It is shown that there is a robust and consistent relationship between stiffness and varying natural frequency measured at small displacements. As demonstrated, small-amplitude vibration properties may be an effective indicator of damage as long as a nonlinear-elastic model is used instead of a traditional linear model.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 38Issue 3June 2024

History

Received: Feb 22, 2023
Accepted: Jan 5, 2024
Published online: Mar 26, 2024
Published in print: Jun 1, 2024
Discussion open until: Aug 26, 2024

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Head for Structural Division, Ingetec Ingenieros Consultores, Cra. 6 No. 30A-30, Bogotá, DC, Colombia (corresponding author). ORCID: https://orcid.org/0000-0002-7047-7002. Email: [email protected]
Senior Research Engineer, Montana State Univ., Western Transportation Institute, P.O. Box 174250, Bozeman, MT 59717-4250. ORCID: https://orcid.org/0000-0002-1219-1495. Email: [email protected]
Ayhan Irfanoglu, Ph.D., A.M.ASCE [email protected]
Professor and Associate Head, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907. Email: [email protected]

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