Results 1 to 10 of about 705 (104)

Reflections on the Hysteretic Damping Model [PDF]

open access: yesShock and Vibration, 2009
This paper presents a reflection on a recently proposed solution to the problem of the free vibration response with the constant hysteretic damping model, that has been presented in some conferences in recent years, by the author himself and some of his ...
Nuno Maia
doaj   +3 more sources

Applicability of Time Domain Transform Methods for Frequency Dependent Dynamic Stiffness

open access: yesFrontiers in Built Environment, 2022
Some types of dynamic stiffness, such as the dynamic ground stiffness used in soil-structure interaction analyses and the viscoelastic body used in vibration control systems, have strong frequency dependency.
Naohiro Nakamura   +3 more
doaj   +1 more source

Application of extended Rayleigh damping model to 3D frame analysis

open access: yesJapan Architectural Review, 2023
Rayleigh damping is commonly used in response history analysis (RHA) to provide an energy dissipation source, but the adaptation may be difficult if frequency independence damping is desired over a wide frequency range.
Yoshihiro Mogi   +2 more
doaj   +1 more source

Frequency-independent damping models for a high-rise building with simultaneous horizontal and vertical seismic motions

open access: yesFrontiers in Built Environment
Recent seismic analyses indicate that the structural damping ratio should be considered frequency-independent, for safe and accurate estimations. In response, damping models like the Wilson–Penzien (WP) damping model, that is one of the modal damping ...
Naohiro Nakamura   +3 more
doaj   +1 more source

Nonlinear Earthquake Response Analysis Using Causal Hysteretic Damping and Extended Rayleigh Damping

open access: yesJournal of Physics: Conference Series
Abstract In dynamic design, damping considerably influences the response of structures, so it must be set appropriately. Stiffness-proportional damping is generally used as an inherent damping model, but this model tends to overestimate the damping of higher-order modes. Certain models can evaluate the damping of higher-order modes, such
Naohiro Nakamura   +3 more
openaire   +1 more source

Fundamental study of damping models with enhanced frequency independence in nonlinear seismic response analysis

open access: yesJapan Architectural Review
Causal hysteretic damping, extended Rayleigh damping, and uniform damping models exhibit frequency‐independent damping ratios over a wide frequency range.
Akira Ota   +4 more
doaj   +1 more source

Unveiling the Gating Mechanism of CRAC Channel: A Computational Study. [PDF]

open access: yesFront Mol Biosci, 2021
Guardiani C, Sun D, Giacomello A.
europepmc   +1 more source

Complex Systems in Phase Space. [PDF]

open access: yesEntropy (Basel), 2020
Ferry DK   +5 more
europepmc   +1 more source

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