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Mostrati risultati da 201 a 250 di 258
Titolo Data di pubblicazione Autori File
Linea di contatto per velocità di 360 km/h 1-gen-2013 DIANA, GIORGIOBUCCA, GIUSEPPE +
Comparisons between wind tunnel tests on a full aerolastic model and numerical results of the Izmit Bay Bridge 1-gen-2013 ARGENTINI, TOMMASODIANA, GIORGIOPAGANI, ANDREAPORTENTOSO, MICHELESOMASCHINI, CLAUDIO +
Validation analyses of integrated procedures for evaluation of stability, buffeting response and wind loads on the Messina Bridge 1-gen-2013 ZASSO, ALBERTODIANA, GIORGIOPAGANI, ANDREAARGENTINI, TOMMASOROSA, LORENZO PAOLO +
An experimental validation of a band superposition model of the aerodynamic forces acting on multi-box deck sections 1-gen-2013 DIANA, GIORGIOROCCHI, DANIELEARGENTINI, TOMMASO
Wind tunnel tests and numerical approach for long span bridges: The Messina bridge 1-gen-2013 DIANA, GIORGIOBELLOLI, MARCOROCCHI, DANIELE +
Development of a methodology for damping of tall buildings motion using TLCD devices 1-gen-2013 DIANA, GIORGIORESTA, FERRUCCIOTOMASINI, GISELLA MARITA +
Construction stages of the long span suspension Izmit Bay Bridge: Wind tunnel test assessment 1-gen-2013 DIANA, GIORGIOROCCHI, DANIELEGIAPPINO, STEFANO GIUSEPPEARGENTINI, TOMMASOPAGANI, ANDREAVILLANI, MARCOSOMASCHINI, CLAUDIOPORTENTOSO, MICHELE +
A liason between Cigré and IEC 1-gen-2014 DIANA, GIORGIOMANENTI, ALESSANDRA +
A modal approach to reproduce subspan oscillations in the time domain 1-gen-2014 DIANA, GIORGIOMANENTI, ALESSANDRAMAZZOLA, LAURAMELZI, STEFANOZUIN, ANDREA ENRICO
BUFFETING RESPONSE OF THE IZMIT BAY BRIDGE: NUMERICAL AND EXPERIMENTAL RESULTS 1-gen-2014 DIANA, GIORGIOROCCHI, DANIELEARGENTINI, TOMMASO
AN INNOVATIVE AEROELASTIC MODEL OF THE THIRD BOSPORUS BRIDGE TO STUDY VORTEX INDUCED VIBRATIONS 1-gen-2014 DIANA, GIORGIOARGENTINI, TOMMASOBELLOLI, MARCOMUGGIASCA, SARAROSA, LORENZO PAOLO
Nonlinear buffeting response of bridge deck using the Band Superposition approach: comparison between rheological models and convolution integrals 1-gen-2014 ARGENTINI, TOMMASODIANA, GIORGIOPORTENTOSO, MICHELEROCCHI, DANIELE
Wind tunnel tests on two cylinders to measure subspan oscillation aerodynamic forces 1-gen-2014 DIANA, GIORGIOBELLOLI, MARCOGIAPPINO, STEFANO GIUSEPPEMANENTI, ALESSANDRAMAZZOLA, LAURAMUGGIASCA, SARAZUIN, ANDREA ENRICO
A Numerical Approach to Reproduce Subspan Oscillations and Comparison With Experimental Data 1-gen-2014 DIANA, GIORGIOBELLOLI, MARCOGIAPPINO, STEFANO GIUSEPPEMANENTI, ALESSANDRAMAZZOLA, LAURAMUGGIASCA, SARAZUIN, ANDREA ENRICO
Wind induced vibrations on large observation wheels 1-gen-2015 ARGENTINI, TOMMASODIANA, GIORGIOBELLOLI, MARCOMUGGIASCA, SARAGIAPPINO, STEFANO GIUSEPPE +
Buffeting response of long span bridges: numerical-experimental validation of fluid-structure interaction models 1-gen-2015 DIANA, GIORGIOROCCHI, DANIELEARGENTINI, TOMMASO
Design challenges of the runnability of long span bridges 1-gen-2015 DIANA, GIORGIOCOLLINA, ANDREACORRADI, ROBERTO
A smart model of a long-span suspended bridge for wind tunnel tests 1-gen-2015 CINQUEMANI, SIMONEDIANA, GIORGIORIPAMONTI, FRANCESCO +
Design challenges related to long span bridges with railway traffic 1-gen-2015 DIANA, GIORGIOCOLLINA, ANDREACORRADI, ROBERTO
Experimental investigation of low-frequency turbulence effects on the aeroelastic response of model-scale long span bridge 1-gen-2015 ARGENTINI, TOMMASODIANA, GIORGIOROCCHI, DANIELESOMASCHINI, CLAUDIO
Wind Induced Motion on bundle conductors (Excluding Ice Galloping): PART A - Aeolian Vibration 1-gen-2015 DIANA, GIORGIOMANENTI, ALESSANDRAMAZZOLA, LAURA +
Wind induced Motion On Bundled Conductors (Excluding Ice galloping):Part B - Subspan Oscillation 1-gen-2015 DIANA, GIORGIOMANENTI, ALESSANDRAMAZZOLA, LAURA +
Wind tunnel: a fundamental tool for long-span bridge design 1-gen-2015 DIANA, GIORGIOROCCHI, DANIELEBELLOLI, MARCO
A geo-localization and diagnostic system for freight railway wagons 1-gen-2016 DIANA, GIORGIORESTA, FERRUCCIOTOMASINI, GISELLA MARITA +
Wind-induced vibrations on non-circular section cables: application to a new Large Observation Wheel 1-gen-2016 BELLOLI, MARCODIANA, GIORGIOGIAPPINO, STEFANO GIUSEPPEROSA, LORENZO PAOLOMUGGIASCA, SARA
A study of the factors affecting flange-climb derailment in railway vehicles 1-gen-2016 DIANA, GIORGIOBRUNI, STEFANODI GIALLEONARDO, EGIDIOCORRADI, ROBERTOFACCHINETTI, ALAN
Smart sensor for detection of derailment on freight trains 1-gen-2016 COSTA, ANDREADIANA, GIORGIOMILANI, DAMIANORESTA, FERRUCCIOTOMASINI, GISELLA MARITA +
Condition monitoring of the rolling stock and infrastructure: results of a pilot project 1-gen-2016 DIANA, GIORGIOCANGIOLI, FILIPPOCARNEVALE, MARCOCHATTERTON, STEVENMAZZOLA, LAURAPENNACCHI, PAOLO EMILIO LINO MARIABRUNI, STEFANO +
Wind induced vibrations on a pedestrian arch bridge: wind tunnel tests on rigid and sectional models 1-gen-2016 ARGENTINI, TOMMASODIANA, GIORGIOMUGGIASCA, SARAROCCHI, DANIELE
A case-study of double multi-modal bridge flutter: Experimental result and numerical analysis 1-gen-2016 ARGENTINI, TOMMASODIANA, GIORGIOROCCHI, DANIELESOMASCHINI, CLAUDIO
Wind effects on a pedestrian arch bridge with complex shape 1-gen-2016 ARGENTINI, TOMMASODIANA, GIORGIOGIAPPINO, STEFANO GIUSEPPEMUGGIASCA, SARAROCCHI, DANIELE +
A smart structure for wind tunnel investigation of a bridge deck’s vortex-induced torsional motion 1-gen-2016 CINQUEMANI, SIMONEDIANA, GIORGIORIPAMONTI, FRANCESCO +
Flutter derivatives identification on a very large scale aeroelastic deck model 1-gen-2017 DIANA, GIORGIOROCCHI, DANIELEARGENTINI, TOMMASOOMARINI, SIMONE
Modelling of Aeolian Vibrations of Bundled Conductors 1-gen-2018 A. ManentiL. MazzolaG. Diana +
Modelling of Aeolian Vibrations of Single Conductors Strung at Relatively High Tensile Load 1-gen-2018 A. ManentiG. Diana +
Modelling of Aeolian Vibrations of a Single Conductor Plus Damper 1-gen-2018 A. ManentiG. Diana +
Specific power input: Comparison among rigid and flexible models 1-gen-2018 Muggiasca, SaraBelloli, MarcoDiana, Giorgio
Numerical and experimental analysis on the corrugation caused by a vehicle equipped with resilient wheels 1-gen-2018 BIONDA, STEFANOBOCCIOLONE, MARCO FRANCESCOCOLLINA, ANDREACORRADI, ROBERTODI GIALLEONARDO, EGIDIODIANA, GIORGIO
Modelling of Aeolian Vibrations of Single Conductors 1-gen-2018 A. ManentiGiorgio Diana +
Modelling of Subspan Oscillations of Bundled Conductors 1-gen-2018 A. ManentiL. MazzolaG. Diana +
Super-Long Span Bridge Aerodynamics: First Results of the Numerical Benchmark Tests from Task Group 10 1-gen-2018 Tommaso ArgentiniGiorgio DianaOMARINI, SIMONEDaniele Rocchi +
Super-long span bridge aerodynamics: on-going results of the TG3.1 benchmark test -- Step 1.2 1-gen-2019 Diana, GiorgioArgentini, TommasoOmarini, SimoneRocchi, Daniele +
Sensor Nodes for Continuous Monitoring of Structures Through Accelerometric Measurements 1-gen-2020 Zanelli F.Castelli Dezza F.Tarsitano D.Mauri M.Bacci M. L.Diana G.
IABSE Task Group 3.1 Benchmark Results. Part 2: Numerical Analysis of a Three-Degree-of-Freedom Bridge Deck Section Based on Experimental Aerodynamics 1-gen-2020 Giorgio DianaTommaso ArgentiniSimone OmariniDaniele Rocchi +
IABSE Task Group 3.1 Benchmark Results. Part 1: Numerical Analysis of a Two-Degree-of-Freedom Bridge Deck Section Based on Analytical Aerodynamics 1-gen-2020 Giorgio DianaTommaso ArgentiniSimone OmariniDaniele Rocchi +
Vibration Modelling of High Temperature Low Sag conductors - Self damping characterization 1-gen-2021 G. DIANAA. MANENTI +
A wireless monitoring system to identify wind induced vibrations in HV transmission lines 1-gen-2021 G. DianaD. TarsitanoM. MauriF. Castelli DezzaF. ZanelliA. ManentiF. Ripamonti
Super-long span bridge aerodynamics benchmark: additional results for TG3.1 Step 1.2 1-gen-2021 Diana, GiorgioArgentini, TommasoRocchi, Daniele +
Energy method to compute the maximum amplitudes of oscillation due to galloping of iced bundled conductors 1-gen-2021 G. DianaA. ManentiS. Melzi
Design and field validation of a low power wireless sensor node for structural health monitoring 1-gen-2021 Zanelli F.Castelli Dezza F.Tarsitano D.Mauri M.Bacci M. L.Diana G.
Mostrati risultati da 201 a 250 di 258
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