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- W4385468329 abstract "The paper presents a case study analysis on time-domain dynamic response of the highway bridge to live loads. The considered steel-concrete bridge structure has specific dynamic characteristics and defects in the form of superfluous permanent deformations of spans. Consequently, the bridge superstructure exhibits excessive, low-damped vibrations induced by cargo traffic. The goal of this paper is to model and analyze the impact of permanent deflections of the bridge spans on the structure performance in operational conditions. The analysis is based on results of experimental tests of bridge dynamic response to live loads as well as results of numerical simulations of the mutual interaction of vehicles and the bridge structure by means of FEM dynamic time-history analysis. Obtained results of the experimental vibration tests and theoretical analyses served as an input for the bridge current performance assessment in term of its safety, serviceability and condition related to durability. Proposed diagnostic procedure can be useful also in assessment of influence of permanent deflections on interactions between vehicles and other types of bridge structures." @default.
- W4385468329 created "2023-08-02" @default.
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- W4385468329 date "2023-01-01" @default.
- W4385468329 modified "2023-10-01" @default.
- W4385468329 title "Experimentally Validated Time-Domain Dynamic Response Analysis of the Highway Bridge with Permanent Deflections of Spans" @default.
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- W4385468329 doi "https://doi.org/10.1007/978-3-031-39109-5_40" @default.
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