2023
DOI: 10.1016/j.engstruct.2023.116777
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Analytical modeling and seismic performance of a novel energy dissipative kinematic isolation for building structures

Kosmas E. Bantilas,
Ioannis E. Kavvadias,
Anaxagoras Elenas
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Cited by 4 publications
(1 citation statement)
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“…In contrast to fixed-base structural systems, whose seismic response is primarily governed by the dissipative energy process occurring at predefined locations through damage, free-standing structures' rocking response results in diminished structural damage, owing to the presence of negative post-uplift stiffness [2]. Apart from large-scale structures [3][4][5][6][7][8][9][10][11][12][13], non-structural elements within buildings may also uplift and rock [14][15][16] in response to floor accelerations [17,18].…”
Section: Introductionmentioning
confidence: 99%
“…In contrast to fixed-base structural systems, whose seismic response is primarily governed by the dissipative energy process occurring at predefined locations through damage, free-standing structures' rocking response results in diminished structural damage, owing to the presence of negative post-uplift stiffness [2]. Apart from large-scale structures [3][4][5][6][7][8][9][10][11][12][13], non-structural elements within buildings may also uplift and rock [14][15][16] in response to floor accelerations [17,18].…”
Section: Introductionmentioning
confidence: 99%