Integration Method for Response History Analysis of Single-Degree-of-Freedom Systems with Negative Stiffness

Bibliographic Details
Title: Integration Method for Response History Analysis of Single-Degree-of-Freedom Systems with Negative Stiffness
Authors: Nikoleta Chatzikonstantinou, Triantafyllos K. Makarios, Asimina Athanatopoulou
Source: Buildings, Vol 12, Iss 8, p 1214 (2022)
Publisher Information: MDPI AG, 2022.
Publication Year: 2022
Collection: LCC:Building construction
Subject Terms: equivalent negative potential energy, modified Newmark’s method, negative-stiffness system, negative stiffness, seismic isolation, Building construction, TH1-9745
More Details: The present article deals with the mathematical investigation of a negative-stiffness ideal system that can be used in seismic isolation of civil engineering structures. Negative-stiffness systems can be used in the seismic isolation of structures, because in the case of a strong earthquake, they do not easily allow vibrations to develop. These negative-stiffness systems can be significantly more efficient than the usual seismic isolation systems, as they drastically reduce the vibrational amplitudes of structures, as well as eliminate the inertial seismic structure loadings. The mathematical investigation of a negative-stiffness ideal system provides documented answers about the effect of negative-stiffness systems in the seismic behavior of structures. First, the differential equation of motion of a single-degree-of-freedom oscillator (SDoF) is formulated, without classical damping, but with negative stiffness. Furthermore, the mathematical solution of the equation of motion is given, where it is proven that this solution does not describe a structure vibration. Furthermore, the seismic structure motion follows an exponential increase when the seismic ground excitation is purely sinusoidal. Finally, to calculate the real response of the negative-stiffness system, a suitable modification of the Newmark iterative numerical method is proposed.
Document Type: article
File Description: electronic resource
Language: English
ISSN: 2075-5309
Relation: https://www.mdpi.com/2075-5309/12/8/1214; https://doaj.org/toc/2075-5309
DOI: 10.3390/buildings12081214
Access URL: https://doaj.org/article/7e3acf08b8be4fd08d1ea0f700cd28d5
Accession Number: edsdoj.7e3acf08b8be4fd08d1ea0f700cd28d5
Database: Directory of Open Access Journals
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More Details
ISSN:20755309
DOI:10.3390/buildings12081214
Published in:Buildings
Language:English