{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,3,28]],"date-time":"2026-03-28T02:08:19Z","timestamp":1774663699711,"version":"3.50.1"},"reference-count":64,"publisher":"MDPI AG","issue":"4","license":[{"start":{"date-parts":[[2020,4,22]],"date-time":"2020-04-22T00:00:00Z","timestamp":1587513600000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"funder":[{"name":"European Social Fund under the grant agreement with the Research Council of Lithuania (LMTLT)","award":["09.3.3-LMT-K-712-01-0145"],"award-info":[{"award-number":["09.3.3-LMT-K-712-01-0145"]}]}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Symmetry"],"abstract":"<jats:p>Bringing together the experience and knowledge of engineers allowed building modern footbridges as very slender structures. This in turn has led to structural vibration problems, which is a direct consequence of slender structures. In some footbridges, this problem occurs when natural construction frequencies are close to excitation frequencies. This requires a design methodology, which would ensure user safety and convenience of use of the footbridge in operation. Considering the aforementioned dynamic response, the analysis of the finite element model of a footbridge was conducted focusing on critical acceleration and deformation meanings. The model was based on the footbridge prototype located in Vilnius, Lithuania. Two different loading methods were developed to investigate the dynamic effects caused by people crossing a footbridge. The comparison of experimental and finite element model (FEM) results revealed that the footbridge in operation is within the limit values of comfort requirements in terms of its vibrations.<\/jats:p>","DOI":"10.3390\/sym12040657","type":"journal-article","created":{"date-parts":[[2020,4,23]],"date-time":"2020-04-23T02:10:52Z","timestamp":1587607852000},"page":"657","update-policy":"https:\/\/doi.org\/10.3390\/mdpi_crossmark_policy","source":"Crossref","is-referenced-by-count":18,"title":["The Influence of Different Loads on the Footbridge Dynamic Parameters"],"prefix":"10.3390","volume":"12","author":[{"ORCID":"https:\/\/orcid.org\/0000-0002-4039-7300","authenticated-orcid":false,"given":"Art\u016bras","family":"Kilikevi\u010dius","sequence":"first","affiliation":[{"name":"Institute of Mechanical Science, Vilnius Gediminas Technical University, J. Basanavi\u010diaus g. 28, LT-03224 Vilnius, Lithuania"}]},{"ORCID":"https:\/\/orcid.org\/0000-0003-3939-2120","authenticated-orcid":false,"given":"Darius","family":"Ba\u010dinskas","sequence":"additional","affiliation":[{"name":"Department of Reinforced Concrete Structures and Geotechnique, Vilnius Gediminas Technical University, Saul\u0117tekio al. 11, 10223 Vilnius, Lithuania"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-2656-3800","authenticated-orcid":false,"given":"Jaroslaw","family":"Selech","sequence":"additional","affiliation":[{"name":"Faculty of Transport Engineering, Poznan University of Technology, 5 M. Sk\u0142odowska-Curie Square, PL-60-965 Poznan, Poland"}]},{"ORCID":"https:\/\/orcid.org\/0000-0001-6006-9470","authenticated-orcid":false,"given":"Jonas","family":"Matijo\u0161ius","sequence":"additional","affiliation":[{"name":"Institute of Mechanical Science, Vilnius Gediminas Technical University, J. Basanavi\u010diaus g. 28, LT-03224 Vilnius, Lithuania"}]},{"ORCID":"https:\/\/orcid.org\/0000-0001-7103-5962","authenticated-orcid":false,"given":"Kristina","family":"Kilikevi\u010dien\u0117","sequence":"additional","affiliation":[{"name":"Department of Mechanical and Material Engineering, Vilnius Gediminas Technical University, J. Basanavi\u010diaus g. 28, LT-03224 Vilnius, Lithuania"}]},{"given":"Darius","family":"Vainorius","sequence":"additional","affiliation":[{"name":"Institute of Mechanical Science, Vilnius Gediminas Technical University, J. Basanavi\u010diaus g. 28, LT-03224 Vilnius, Lithuania"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-4154-1167","authenticated-orcid":false,"given":"Dariusz","family":"Ulbrich","sequence":"additional","affiliation":[{"name":"Faculty of Transport Engineering, Poznan University of Technology, 5 M. Sk\u0142odowska-Curie Square, PL-60-965 Poznan, Poland"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-2658-1670","authenticated-orcid":false,"given":"Dawid","family":"Romek","sequence":"additional","affiliation":[{"name":"Faculty of Transport Engineering, Poznan University of Technology, 5 M. Sk\u0142odowska-Curie Square, PL-60-965 Poznan, Poland"}]}],"member":"1968","published-online":{"date-parts":[[2020,4,22]]},"reference":[{"key":"ref_1","doi-asserted-by":"crossref","unstructured":"Ono, K. (2019). Structural Health Monitoring of Large Structures Using Acoustic Emission\u2013Case Histories. Appl. Sci., 9.","DOI":"10.3390\/app9214602"},{"key":"ref_2","doi-asserted-by":"crossref","unstructured":"Kilikevi\u010dius, A., Skeivalas, J., Kilikevi\u010dien\u0117, K., and Matijo\u0161ius, J. (2019). Analysis of Dynamic Parameters of a Railway Bridge. Appl. 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