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Chiara Bedon   Professor  Senior Scientist or Principal Investigator 
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Chiara Bedon published an article in January 2019.
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Massimo Fragiacomo

74 shared publications

Department of Engineering and Architecture, University of Trieste, Trieste, Italy

C. Amadio

66 shared publications

Department of Engineering and Architecture, University of Trieste, Trieste, Italy

Marco Fasan

6 shared publications

University of Trieste; Department of Engineering and Architecture; Italy

Ildi Cisma┼čiu

2 shared publications

CERIS, ICIST and Departamento de Engenheria Civil da Faculdade de Ciências e Tecnologia da Universidade Nova de Lisboa, Quinta da Torre, 2829-516 Caparica, Portugal

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Publication Record
Distribution of Articles published per year 
(2012 - 2019)
Total number of journals
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17
 
Publications See all
Article 0 Reads 0 Citations Vibration Analysis and Dynamic Characterization of Structural Glass Elements with Different Restraints Based on Operatio... Chiara Bedon, Marco Fasan, Claudio Amadio Published: 05 January 2019
Buildings, doi: 10.3390/buildings9010013
DOI See at publisher website ABS Show/hide abstract
Given a series of intrinsic features of structural glass systems (i.e., material properties, type of restraints, operational conditions, etc.), special care should be spent at the design stage, to ensure appropriate fail-safe requirements, but also in the service life of these innovative building components and assemblies. In this paper, the dynamic characterization of simple monolithic glass elements is presented, based on non-destructive laboratory experiments and Operational Modal Analysis (OMA) techniques, including Finite Element (FE) numerical simulations, classical analytical models, and video-tracking approaches. It is shown, in particular, how the actual restraint condition (i.e., flexibility of supports, with respect to ideal boundaries) can affect the vibration parameters of a given glass member (frequency and damping capacity). This turns out in possible variations of its overall structural performance, including stress-strain-related effects, hence suggesting the need for even further dedicated studies and methods for the reliable analysis and design of structural glass assemblies and complex systems under dynamic loads.
Article 0 Reads 0 Citations Numerical analysis of timber-to-timber joints and composite beams with inclined self-tapping screws Chiara Bedon, Massimo Fragiacomo Published: 01 January 2019
Composite Structures, doi: 10.1016/j.compstruct.2018.09.008
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Article 0 Reads 0 Citations q-factor estimation for 3D log-house timber buildings via Finite Element analyses Chiara Bedon, Giovanni Rinaldin, Massimo Fragiacomo, Salvato... Published: 01 January 2019
Soil Dynamics and Earthquake Engineering, doi: 10.1016/j.soildyn.2018.09.040
DOI See at publisher website
Article 1 Read 0 Citations Timber-concrete composite bridges: Three case studies Massimo Fragiacomo, Amedeo Gregori, Junqing Xue, Cristoforo ... Published: 01 December 2018
Journal of Traffic and Transportation Engineering (English Edition), doi: 10.1016/j.jtte.2018.09.001
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During the last years, timber-concrete composite (TCC) structures have been extensively used in Europe both in new and existing buildings. Generally speaking, a composite structure combines the advantages of both materials employed: the strength and stiffness of the concrete in compression and the tensile strength, lightweight, low embodied energy, and aesthetical appearance of the timber. The concrete slab provides protection of the timber beams from direct contact with water, which is crucial to ensure the durability of the timber beams, particularly when used for bridges. Different types of connectors can be used to provide force exchange between the concrete slab and the timber beam. The choice of a structurally effective yet cheap shear connection between the concrete topping and the timber joist is crucial to make the TCC structures a viable solution that can compete with reinforced concrete and steel structures. In this paper, the possibilities offered by TCC structures for short-span bridge decks are discussed. The technology of TCC structures and the general design rules are illustrated. Three case studies are reported, including a short-span bridge tested in Colorado, USA, with the timber layer being constructed from recycled utility poles and notch connection; a TCC bridge with glulam beams and triangular notches with epoxy-glued rebar connectors built in Portugal; and a TCC bridge with glulam beams and rectangular notches built in Germany. All the solutions were found to be structurally effective and aesthetically pleasing. They can all provide a sustainable option for short-span bridges.
Article 0 Reads 0 Citations Fire Resistance of Thermally Insulated Log-House Timber Walls Chiara Bedon, Massimo Fragiacomo Published: 15 November 2018
Fire Technology, doi: 10.1007/s10694-018-0792-1
DOI See at publisher website
Article 0 Reads 0 Citations Seismic design of a six-storey CLT building in Italy D. Vassallo, M. Follesa, M. Fragiacomo Published: 01 November 2018
Engineering Structures, doi: 10.1016/j.engstruct.2018.08.025
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