| Nome |
# |
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Measurement of the aerodynamic features of the ETR1000-V300Zefiro high-speed train, file e0c31c0a-023a-4599-e053-1705fe0aef77
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501
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Procedure to assess the role of railway pantograph components in generating the aerodynamic uplift, file e0c31c0a-9cef-4599-e053-1705fe0aef77
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404
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Ballast flight under high-speed trains: Wind tunnel full-scale experimental tests, file e0c31c09-7a05-4599-e053-1705fe0aef77
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266
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Effect of the low-frequency turbulence on the aeroelastic response of a long-span bridge in wind tunnel, file e0c31c0e-cbef-4599-e053-1705fe0aef77
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187
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Comparison of wind tunnel tests results on the ATM train, file e0c31c09-ff34-4599-e053-1705fe0aef77
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150
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Monte Carlo analysis of total damping and flutter speed of a long span bridge: Effects of structural and aerodynamic uncertainties, file e0c31c0d-e050-4599-e053-1705fe0aef77
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111
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Full-scale experimental study on the new Italian high-speed train aerodynamics: on board and trackside measurements, file e0c31c09-f830-4599-e053-1705fe0aef77
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87
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New challenges in the IABSE TG3.1 benchmark on super long span bridge aerodynamics, file 409fec12-3f52-4b48-8af6-09f5e9b1de42
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73
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Multi-scale methodology to assess wind loads on building louvers, file e0c31c0a-051a-4599-e053-1705fe0aef77
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72
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Experimental and numerical aerodynamic analysis of a concrete railway bridge in tandem arrangement with a truss road bridge, file e0c31c0a-01c6-4599-e053-1705fe0aef77
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68
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Experimental investigation of low-frequency turbulence effects on the aeroelastic response of model-scale long span bridge, file e0c31c08-d54e-4599-e053-1705fe0aef77
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60
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Wind Tunnel Validation of a Particle Tracking Model to Evaluate the Wind-Induced Bias of Precipitation Measurements, file e0c31c12-080b-4599-e053-1705fe0aef77
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58
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Experimental evidence of the wind-induced bias of precipitation gauges using particle image velocimetry and particle tracking in the wind tunnel, file e0c31c11-fda0-4599-e053-1705fe0aef77
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55
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Rocchi D., Schito P., Tomasini G., Cheli F., Premoli A., “Numerical prediction of high speed train slipstream”, CWE2014, Hamburg (Germany), June 2014, file e0c31c09-a6f2-4599-e053-1705fe0aef77
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53
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BUFFETING RESPONSE OF THE IZMIT BAY BRIDGE: NUMERICAL AND EXPERIMENTAL RESULTS, file e0c31c07-be5a-4599-e053-1705fe0aef77
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48
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Aerodynamic interference and vortex-induced vibrations on parallel bridges: The Ewijk bridge during different stages of refurbishment, file e0c31c0e-4694-4599-e053-1705fe0aef77
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43
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A non-linear approach to compute the aeroelastic response of a long-span bridge subjected to a non-synoptic wind, file 61184fd2-690e-46c7-bf83-2bfdaad810f3
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41
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Nonlinear buffeting response of bridge deck using the Band Superposition approach: comparison between rheological models and convolution integrals, file e0c31c08-84ce-4599-e053-1705fe0aef77
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41
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Pressure Distribution and Global Forces on a Bridge Deck Section: Experimental and CFD Analysis of Static Aerodynamic Forces, file e0c31c0d-e0bb-4599-e053-1705fe0aef77
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35
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An Active Turbulence Generator based on the Vortex Method for Simulation of a Complex Aerodynamic Admittance for Bridge Decks, file e0c31c0d-62ad-4599-e053-1705fe0aef77
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33
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Comparison of the results between a rigid and an aeroelastic model of a tall building in wind tunnel, file 1e55cb8c-9e93-4c0c-9e30-dd7e1c9b5340
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29
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Equivalent oscillator approach to model vortex induced vibrations on a circular cylinder, file a58ccb84-00fd-45be-95be-6e71dcec4fbd
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20
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Nonlinear buffeting response of bridge deck using the Band Superposition approach: comparison between rheological models and convolution integrals, file e0c31c09-a59c-4599-e053-1705fe0aef77
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20
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Ballast flight under high-speed trains: full-scale experimental tests, file e0c31c09-a617-4599-e053-1705fe0aef77
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17
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Full-Scale Experimental Investigation of the Interaction between Trains and Tunnels, file e0c31c0f-c493-4599-e053-1705fe0aef77
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17
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Ballast flight under high-speed trains: full-scale experimental tests, file e0c31c09-a61b-4599-e053-1705fe0aef77
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14
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Wind effects induced by high speed train pass-by in open air, file e0c31c0b-5bd0-4599-e053-1705fe0aef77
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14
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Rocchi D., Schito P., Tomasini G., Cheli F., Premoli A., “Numerical prediction of high speed train slipstream”, CWE2014, Hamburg (Germany), June 2014, file e0c31c09-a695-4599-e053-1705fe0aef77
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10
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A new methodology for the assessment of the running resistance of trains without knowing the characteristics of the track: Application to full-scale experimental data, file e0c31c0b-b4cc-4599-e053-1705fe0aef77
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9
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IABSE Task Group 3.1 Benchmark Results. Part 1: Numerical Analysis of a Two-Degree-of-Freedom Bridge Deck Section Based on Analytical Aerodynamics, file e0c31c0e-6d15-4599-e053-1705fe0aef77
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9
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Numerical-experimental analysis of the slipstream produced by a high speed train, file e0c31c0e-7286-4599-e053-1705fe0aef77
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9
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IABSE Task Group 3.1 Benchmark Results. Part 2: Numerical Analysis of a Three-Degree-of-Freedom Bridge Deck Section Based on Experimental Aerodynamics, file e0c31c0e-8445-4599-e053-1705fe0aef77
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9
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Ballast flight under high-speed trains: Wind tunnel full-scale experimental tests, file e0c31c09-7a06-4599-e053-1705fe0aef77
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8
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Nonlinear buffeting response of bridge deck using the Band Superposition approach: comparison between rheological models and convolution integrals, file e0c31c09-a4d0-4599-e053-1705fe0aef77
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8
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Somaschini C., Merli M., Premoli A., Rocchi D., Schito P., Tomasini G., “An experimental investigation on flying ballast phenomenon: on board measurements with microphones and optical barriers”, Aerovehicles 1, Bordeaux (France), June 2014, file e0c31c09-a7cc-4599-e053-1705fe0aef77
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8
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Comparison of different approaches for analysing cross-wind effects on high sided vehicles passing by a bridge tower, file e0c31c0b-3314-4599-e053-1705fe0aef77
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8
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Aerodynamic Study on a Heavy Truck Passing by a Bridge Pylon under Crosswinds Using CFD, file e0c31c0c-5f9b-4599-e053-1705fe0aef77
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8
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Correlation of car-body vibration and train overturning under strong wind conditions, file e0c31c10-411d-4599-e053-1705fe0aef77
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8
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Aeroelastic stability of a twin-box deck: Comparison of different procedures to assess the effect of geometric details, file e0c31c11-e42d-4599-e053-1705fe0aef77
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8
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A new methodology for assessing the actual number of impacts due to the ballast-lifting phenomenon, file e0c31c0d-bf1f-4599-e053-1705fe0aef77
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7
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Measurement of the aerodynamic coefficients of high-speed railway vehicles: benchmark between different wind tunnels, file e0c31c0e-e812-4599-e053-1705fe0aef77
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7
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A numerical characterization of the attractor for a fluid-structure interaction problem, file b45816f6-93c8-43af-b213-2e69cbe99d9e
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6
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Somaschini C., Merli M., Premoli A., Rocchi D., Schito P., Tomasini G., “An experimental investigation on flying ballast phenomenon: on board measurements with microphones and optical barriers”, Aerovehicles 1, Bordeaux (France), June 2014, file e0c31c09-a7c5-4599-e053-1705fe0aef77
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6
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Flutter derivatives identification on a very large scale aeroelastic deck model, file e0c31c0b-4774-4599-e053-1705fe0aef77
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6
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Wind tunnel studies on the effects of porous elements on the aerodynamic behavior of civil structures, file e0c31c09-fbe7-4599-e053-1705fe0aef77
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5
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An experimental validation of a band superposition model of the aerodynamic forces acting on multi-box deck sections, file e0c31c0a-0b74-4599-e053-1705fe0aef77
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5
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Influence of the flow within a tunnel on the train-tunnel pressure signature, file e0c31c0c-dc0b-4599-e053-1705fe0aef77
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5
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Full scale experimental tests to evaluate the train slipstream in tunnels, file 1cb8eb71-a36c-4276-a90a-5f32d5cedba1
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4
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Active damping devices for aeroelastic models, file e0c31c08-21de-4599-e053-1705fe0aef77
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4
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Aerodynamic loads in open air of high speed trains: Analysis of experimental data, file e0c31c09-87ac-4599-e053-1705fe0aef77
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4
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Numerical and Experimental Analysis of the Pressure Signature for different High-Speed Trains, file e0c31c09-8de8-4599-e053-1705fe0aef77
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4
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Evaluation of aerodynamic effects on pantograph contact force by means of Computational Fluid Dynamics, file e0c31c09-dab3-4599-e053-1705fe0aef77
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4
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Ballast lifting: a challenge in the increase of the commercial speed of hs-trains, file e0c31c0a-88ce-4599-e053-1705fe0aef77
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4
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Experimental and numerical aerodynamic optimization of a post-tensioned concrete railway bridge in tandem arrangement with a truss road bridge, file e0c31c0b-4b78-4599-e053-1705fe0aef77
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4
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Comparison between train-tunnel pressure signatures single unit vs double unit, file e0c31c0c-ec41-4599-e053-1705fe0aef77
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4
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Peculiar aerodynamic advantages and problems of twin-box girder decks for long span crossings, file e0c31c0e-8447-4599-e053-1705fe0aef77
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4
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Effect of the low-frequency turbulence on the aeroelastic response of a long-span bridge in wind tunnel, file e0c31c10-2e83-4599-e053-1705fe0aef77
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4
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Super-long span bridge aerodynamics benchmark: additional results for TG3.1 Step 1.2, file e0c31c11-c67f-4599-e053-1705fe0aef77
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4
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Computational fluid dynamics as a means of assessing the influence of aerodynamic forces on the mean contact force acting on a pantograph, file e0c31c09-f78b-4599-e053-1705fe0aef77
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3
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Wind effects on a pedestrian arch bridge with complex shape, file e0c31c09-fda7-4599-e053-1705fe0aef77
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3
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Underbody blockage effect on the aerodynamic coefficients of train vehicles, file e0c31c0a-87fa-4599-e053-1705fe0aef77
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3
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Super-long bridges with floating towers: The role of multi-box decks and Hardware-In-the-Loop technology for wind tunnel tests, file e0c31c0b-528e-4599-e053-1705fe0aef77
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3
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Determination of complex aerodynamic admittance of bridge decks under deterministic gusts using the Vortex Particle Method, file e0c31c0e-0d65-4599-e053-1705fe0aef77
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3
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Wind-tunnel measurements of the airflow pattern above the collector of different shielded and unshielded precipitation gauges, file e0c31c0e-bc9f-4599-e053-1705fe0aef77
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3
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Virtual homologation of high-speed trains in railway tunnels: A new iterative numerical approach for train-tunnel pressure signature, file e0c31c11-b906-4599-e053-1705fe0aef77
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3
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CFD analysis for the Ballast Projection on High Speed Trains, file e0c31c07-c0d4-4599-e053-1705fe0aef77
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2
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A numerical-experimental approach for simulating the aerodynamic forces acting on a moving vehicle passing through the wake of a bridge tower, file e0c31c07-e233-4599-e053-1705fe0aef77
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2
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Active damping for wind-tunnel aeroelastic models of large civil structures, file e0c31c08-1386-4599-e053-1705fe0aef77
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2
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Numerical-experimental study on flying ballast caused by high speed trains, file e0c31c08-1502-4599-e053-1705fe0aef77
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2
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A Multicamera Displacement Measuring System for Boundary Layer Wind Tunnel Tests, file e0c31c08-398a-4599-e053-1705fe0aef77
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2
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A multicamera displacement measurement system for wind engineering testing, file e0c31c08-3a81-4599-e053-1705fe0aef77
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2
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Diseño aerodinámico de secciones transversals de puentes empleando mecánica de fluidos computacional, file e0c31c08-3b00-4599-e053-1705fe0aef77
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2
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Assessing Aerodynamic Effects on a Railway Pantograph by means of Computational Fluid Dynamics, file e0c31c09-4ec3-4599-e053-1705fe0aef77
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2
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Pressure Distribution and Global Forces on a Bridge Deck Section: Experimental and CFD Analysis of Static Aerodynamic Forces, file e0c31c0a-0a10-4599-e053-1705fe0aef77
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2
|
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Aerodynamic interference and vortex-induced vibrations on parallel bridges: The Ewijk bridge during different stages of refurbishment, file e0c31c0a-0f8f-4599-e053-1705fe0aef77
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2
|
|
Monte Carlo analysis of total damping and flutter speed of a long span bridge: Effects of structural and aerodynamic uncertainties, file e0c31c0a-11ce-4599-e053-1705fe0aef77
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2
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Effect of ground configuration on the aerodynamic forces and moments of a train with open underbody, file e0c31c0a-28df-4599-e053-1705fe0aef77
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2
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Super-Long Span Bridge Aerodynamics: First Results of the Numerical Benchmark Tests from Task Group 10, file e0c31c0c-a654-4599-e053-1705fe0aef77
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2
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Virtual homologation of high-speed trains running in tunnels using an iterative numerical algorithm, file e0c31c0c-dc0d-4599-e053-1705fe0aef77
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2
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Capturing the wind-induced rain drop trajectory deviations in dedicated wind-tunnel experiments, file e0c31c0e-abbc-4599-e053-1705fe0aef77
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2
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A nonlinear approach for the simulation of the buffeting response of long span bridges under non-synoptic storm winds, file 19b7039c-3a8a-4408-8939-3362731ea3bc
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1
|
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Experimental analysis of train slipstream in confined spaces, file 28154e3f-57a2-4abb-a600-35e0e4c2a011
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1
|
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IABSE Task Group 3.1 Benchmark Results. Numerical Full Bridge Stability and Buffeting Simulations, file 7dc2be03-767a-4ff9-adf8-0e8e5462ab00
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1
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Methodologies for assessing trains CWC through time-domain multibody simulations, file e0c31c07-cea0-4599-e053-1705fe0aef77
|
1
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Safety investigation on rail and road vehicles exposed to cross-wind: wind tunnel tests and multi-body simulations, file e0c31c07-d898-4599-e053-1705fe0aef77
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1
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Wind tunnel tests on train scale models to investigate the effect of infrastructure scenario, file e0c31c07-ea75-4599-e053-1705fe0aef77
|
1
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Wind tunnel measurements of crosswind loads on high sided vehicles over long span bridges, file e0c31c07-fff9-4599-e053-1705fe0aef77
|
1
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|
Studio in galleria del vento su modelli in scala di aerogeneratori, file e0c31c08-36fa-4599-e053-1705fe0aef77
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1
|
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Buffeting response of long span bridges: numerical-experimental validation of fluid-structure interaction models, file e0c31c08-d42c-4599-e053-1705fe0aef77
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1
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A Computational fluid dynamics study on the relative motion effects for high speed train crosswind assessment, file e0c31c09-8df3-4599-e053-1705fe0aef77
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1
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|
A case-study of double multi-modal bridge flutter: Experimental result and numerical analysis, file e0c31c09-fd36-4599-e053-1705fe0aef77
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1
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|
A force-distribution approach to simulate the aerodynamic loads acting on a vehicle passing by a bridge tower: comparison with CFD simulations, file e0c31c0b-3d4a-4599-e053-1705fe0aef77
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1
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Infrastructure scenario effect on train aerodynamic coefficients, file e0c31c0c-dc09-4599-e053-1705fe0aef77
|
1
|
|
Unsteady aerodynamic forces on a railway pantograph and their influence on pantograph-catenary dynamic interaction, file e0c31c0c-dc2b-4599-e053-1705fe0aef77
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1
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Super-long bridges with floating towers: feasibility study of aeroelastic tests with Hardware-In-the-Loop technology for modelling the hydrodynamic effects, file e0c31c0e-7bed-4599-e053-1705fe0aef77
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1
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Feasibility study of wind tunnel aeroelastic tests on bridges with floating towers, file e0c31c0e-7bef-4599-e053-1705fe0aef77
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1
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Wind induced vibrations on a pedestrian arch bridge: wind tunnel tests on rigid and sectional models, file e0c31c0e-b54a-4599-e053-1705fe0aef77
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1
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The effect of train roof boundary layer on pantograph uplift force, file e0c31c0e-e21a-4599-e053-1705fe0aef77
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1
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Wind tunnel validation of a particle tracking model to assess the wind-induced undercatch of rainfall gauges, file e0c31c10-f217-4599-e053-1705fe0aef77
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1
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Wind tunnel tests to evaluate the rain drops deviations around different types of precipitation gauges, file e0c31c11-2184-4599-e053-1705fe0aef77
|
1
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| Totale |
2.781 |