Technical Notes
Aug 26, 2022

Implementation of Reduced-Order Modeling for Time-History Analysis of Hysteretic Structures Equipped with Seismic Protective Devices

Publication: Journal of Structural Engineering
Volume 148, Issue 11

Abstract

Reduced-order models (ROMs) can provide computationally efficient approximations of the response of finite element models (FEMs). Recent studies have examined the explicit calibration of hysteretic, multi-degree-of-freedom ROMs utilizing FEM time-history response data, and have demonstrated how the calibrated ROM can adequately replace the original FEM for seismic risk assessment. This study considers the extension of this work for applications involving seismic protection devices (SPDs). The ROM is calibrated for the building structure without the device, and can be subsequently used to assess the performance for any desired SPD (no need to perform recalibration with the SPD). This is demonstrated considering three different SPD types: fluid viscous dampers, tuned-mass dampers, and inerter-based devices. It is verified that the calibration of the ROM without the protective device is sufficient, because existence of the SPD does not alter the fundamental hysteretic behavior of the building. The computational efficiency of the calibration process itself (performed only once) and of the resultant ROM can ultimately support a comprehensive design and assessment of the SPD-equipped structure considering nonlinear time-history analysis, circumventing traditional computational constraints that have incentivized the use of linear models in this context.

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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 Structural Engineering
Journal of Structural Engineering
Volume 148Issue 11November 2022

History

Received: Dec 3, 2020
Accepted: May 2, 2022
Published online: Aug 26, 2022
Published in print: Nov 1, 2022
Discussion open until: Jan 26, 2023

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Dimitrios Patsialis [email protected]
Ph.D. Student, Dept. of Civil Engineering and Environmental Engineering and Earth Sciences, Univ. of Notre Dame, 156 Fitzpatrick Hall, Notre Dame, IN 46556. Email: [email protected]
Professor, Dept. of Civil Engineering and Environmental Engineering and Earth Sciences, Univ. of Notre Dame, 156 Fitzpatrick Hall, Notre Dame, IN 46556 (corresponding author). ORCID: https://orcid.org/0000-0002-9784-7480. Email: [email protected]

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  • Simplified Nonlinear Damping Force Formula for Rotary Eddy Current Dampers and Comparative Hazard Analysis under Seismic Excitation with Fluid Viscous Dampers, Journal of Structural Engineering, 10.1061/JSENDH.STENG-12809, 150, 4, (2024).

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