2023
DOI: 10.1016/j.engstruct.2023.116744
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Bi-directional semi-active tuned mass damper for torsional asymmetric structural seismic response control

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Cited by 76 publications
(10 citation statements)
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“…A plastic hose was linked to the metal tube welded in the gutter's front edge to carry runoff water and sediments to a plastic tank located downslope (Figure 5). This passive control strategy, as explained above, has been used for many years; for better results, one could propose semi-active control and adaptive control [50,51].…”
Section: Evaluation Of Erosion Control Practicesmentioning
confidence: 99%
“…A plastic hose was linked to the metal tube welded in the gutter's front edge to carry runoff water and sediments to a plastic tank located downslope (Figure 5). This passive control strategy, as explained above, has been used for many years; for better results, one could propose semi-active control and adaptive control [50,51].…”
Section: Evaluation Of Erosion Control Practicesmentioning
confidence: 99%
“…A growing demand for light and slender structures, caused by a limited area of urban agglomerations, makes modern buildings more susceptible to dynamic loads [16] [26]. It is a direct reason for an increased interest in the subject of vibrations affecting buildings and, thus, publications on vibration damping using tuned mass dampers [10] [11]. Vibration absorbers are devices that dampen the vibrations of a main oscillator.…”
Section: Introductionmentioning
confidence: 99%
“…Since earthquakes can seriously disrupt the sustainable development of cities, prioritizing earthquake preparedness is essential to ensuring the sustainable development of the economy and society. Improving the seismic resilience of buildings [8] can directly decrease damage caused by earthquakes. Additionally, disaster mitigation planning, including risk assessment, disaster prevention, and humanitarian responses, leading to sustainability actions [9], is critical for protecting the gains of development [10].…”
Section: Introductionmentioning
confidence: 99%
“…max f 3 = ∑ d∈D,t∈T v dt∏ l∈L dt p l + ∑ d∈D,e∈E v de∏ l∈L de p l + ∑ t∈T,e∈E v te∏ l∈L te p l , (8) • Constraints.…”
unclassified