PSI - Issue 78

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ScienceDirect

Procedia Structural Integrity 78 (2026) 441–448

XX ANIDIS Conference A new closed-form expression for the equivalent viscous damping ratio of RC frames Melina Bosco a , Andrea Floridia a, *, Pier Paolo Rossi a a Department of Civil Engineering and Architecture, University of Catania, Via Santa Sofia 64, 95125 Catania, Italy

© 2025 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of XX ANIDIS Conference organizers Keywords: equivalent viscous damping ratio; equivalent linearization; Capacity Spectrum Method; Direct Displacement Based Design; existing RC buildings; non-linear analyses. 1. Introduction The idealization of an inelastic multi-degree-of-freedom (MDOF) structure through the definition of an equivalent elastic single-degree-of-freedom (SDOF) system with fictitious lateral stiffness and viscous damping Abstract Displacement-based design of structures or assessment procedures based on the Capacity Spectrum Method require the definition of an equivalent SDOF system with equivalent viscous damping. Various closed-form expressions for the equivalent viscous damping ratio already exist in literature. All these formulations depend on the ductility demand of the system. The applicability of such expressions for the assessment of existing structures is questionable since a few discretional choices are involved. First, an expression for the equivalent viscous damping ratio must be chosen so as to adequately represent the dissipative behavior of the structure under examination. Second, a preliminary evaluation of the global ductility demand of the structure is required, thus a proper idealization criterion of the capacity curve must be chosen. To overcome these issues, a new ductility-independent closed-form expression for the equivalent viscous damping ratio is proposed for applications to existing RC frames. The proposed expression depends on response parameters that can be easily determined by non-linear static analysis of the structure.

* Corresponding author. Tel.:+39 389 94 99 431. E-mail address: andrea.floridia@unict.it

2452-3216 © 2025 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of XX ANIDIS Conference organizers 10.1016/j.prostr.2025.12.057