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Stana Živanović
Researcher at University of Exeter
Publications - 65
Citations - 2007
Stana Živanović is an academic researcher from University of Exeter. The author has contributed to research in topics: Serviceability (structure) & Vibration. The author has an hindex of 17, co-authored 54 publications receiving 1639 citations. Previous affiliations of Stana Živanović include University of Sheffield & Technical University of Denmark.
Papers
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Vibration serviceability of footbridges under human-induced excitation : a literature review
TL;DR: In this paper, the authors present a comprehensive review of the literature on footbridges' vibration serviceability, focusing on three key issues: vibration source, path, and receiver.
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Probability-based prediction of multi-mode vibration response to walking excitation
TL;DR: In this article, a probabilistic approach to carry out a vibration serviceability check is developed to account for inter-and intra-subject variabilities in the walking force that are now well documented in the literature.
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Finite element modelling and updating of a lively footbridge: The complete process
TL;DR: In this paper, a steel box girder footbridge was updated using finite element (FE) model updating technology, which was originally developed in the aerospace and mechanical engineering disciplines to automatically update numerical models of structures to match their experimentally measured counterparts.
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Mechanical properties of concrete reinforced with recycled HDPE plastic fibres
TL;DR: In this article, the authors investigated potential engineering benefits of the pioneering application of simply extruded recycled high-density polyethylene (HDPE) plastic fibres in structural concrete and found that the Fibres mainly contributed by providing the post-cracking flexural ductility and through improving serviceability properties of concrete such as the reduced plastic shrinkage cracking, drying shrinkage and water permeability.
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Modal testing and FE model tuning of a lively footbridge structure
TL;DR: In this article, a full-scale footbridge, its numerical modelling and dynamic testing was performed using state-of-the-art procedures available nowadays for finite element modelling and frequency response function based modal testing.