Design of Optimal Damper Values for a Stainless-Steel Footbridge Using Sensitivity Analysis
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F24%3APU155902" target="_blank" >RIV/00216305:26110/24:PU155902 - isvavai.cz</a>
Výsledek na webu
<a href="https://pubs.aip.org/aip/acp/article/3094/1/170008/3297026/Design-of-optimal-damper-values-for-a-stainless" target="_blank" >https://pubs.aip.org/aip/acp/article/3094/1/170008/3297026/Design-of-optimal-damper-values-for-a-stainless</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1063/5.0211771" target="_blank" >10.1063/5.0211771</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Design of Optimal Damper Values for a Stainless-Steel Footbridge Using Sensitivity Analysis
Popis výsledku v původním jazyce
The subject of the article is a description of the procedure for determining the optimal values of the Tuned Mass Damper (TMD). Apply a TMD is one of the options to ensure that the serviceability criteria of a light bridge structure are met. The relations derived for the two-degree system are used to determine the stiffness, damping and mass of the shock absorber. This procedure cannot be used for moving loads. The damper reduces the response to only one eigen shape, it is generally ineffective for others. Therefore, the effort is to minimize the weight of the additional mass. The parameters depend on the selected optimized function, whether the goal is to minimize displacements or acceleration. Another aspect discussed in the article is the change of parameters due to the presence of pedestrians on the footbridge. The calculation model of the footbridge was made in ANSYS software technology. Sensitivity analysis was performed and managed by the OptiSlang module. This module controls the generation of inputs for a geometrically nonlinear computational model and is used to evaluate the sensitivity and robustness of the results. The article is limited to the solution of the dynamic response of moving persons.
Název v anglickém jazyce
Design of Optimal Damper Values for a Stainless-Steel Footbridge Using Sensitivity Analysis
Popis výsledku anglicky
The subject of the article is a description of the procedure for determining the optimal values of the Tuned Mass Damper (TMD). Apply a TMD is one of the options to ensure that the serviceability criteria of a light bridge structure are met. The relations derived for the two-degree system are used to determine the stiffness, damping and mass of the shock absorber. This procedure cannot be used for moving loads. The damper reduces the response to only one eigen shape, it is generally ineffective for others. Therefore, the effort is to minimize the weight of the additional mass. The parameters depend on the selected optimized function, whether the goal is to minimize displacements or acceleration. Another aspect discussed in the article is the change of parameters due to the presence of pedestrians on the footbridge. The calculation model of the footbridge was made in ANSYS software technology. Sensitivity analysis was performed and managed by the OptiSlang module. This module controls the generation of inputs for a geometrically nonlinear computational model and is used to evaluate the sensitivity and robustness of the results. The article is limited to the solution of the dynamic response of moving persons.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
—
OECD FORD obor
10100 - Mathematics
Návaznosti výsledku
Projekt
<a href="/cs/project/GA20-00761S" target="_blank" >GA20-00761S: Vliv materiálových vlastností korozivzdorných ocelí na spolehlivost mostních konstrukcí</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2024
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
AIP Conference Proceedings
ISBN
9780735449541
ISSN
0094-243X
e-ISSN
—
Počet stran výsledku
4
Strana od-do
„170008-01“-„170008-04“
Název nakladatele
AMER INST PHYSICS
Místo vydání
MELVILLE
Místo konání akce
Crete, Heraklion, hotel Galaxy
Datum konání akce
11. 9. 2022
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
001244923000269