| Nome |
# |
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Wind induced vibrations on large observation wheels, file e0c31c08-d695-4599-e053-1705fe0aef77
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336
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Condition monitoring of the rolling stock and infrastructure: results of a pilot project, file e0c31c09-c61c-4599-e053-1705fe0aef77
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281
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Wind induced Motion On Bundled Conductors (Excluding Ice galloping):Part B - Subspan Oscillation, file e0c31c0e-98e3-4599-e053-1705fe0aef77
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183
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Wind Induced Motion on bundle conductors (Excluding Ice Galloping): PART A - Aeolian Vibration, file e0c31c0e-8f3f-4599-e053-1705fe0aef77
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163
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AN INNOVATIVE AEROELASTIC MODEL OF THE THIRD BOSPORUS BRIDGE TO STUDY VORTEX INDUCED VIBRATIONS, file e0c31c07-be5b-4599-e053-1705fe0aef77
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110
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Design and field validation of a low power wireless sensor node for structural health monitoring, file e0c31c10-d3fe-4599-e053-1705fe0aef77
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105
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A wireless monitoring system to identify wind induced vibrations in HV transmission lines, file e0c31c11-e136-4599-e053-1705fe0aef77
|
95
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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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|
Energy method to compute the maximum amplitudes of oscillation due to galloping of iced bundled conductors, file e0c31c12-be68-4599-e053-1705fe0aef77
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69
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Analysis of Wind-Induced Vibrations on HVTL Conductors Using Wireless Sensors, file 540b32bc-8350-4927-9448-c845dc931423
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61
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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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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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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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Design of a new full scale test-rig for the calibration of instrumented wheelsets, file e0c31c08-0d59-4599-e053-1705fe0aef77
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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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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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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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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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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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Impact of Turbulence on Vortex Induced Vibrations and Fatigue of Conductors: modelling and real span experimentation, file e0c31c07-e956-4599-e053-1705fe0aef77
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7
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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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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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Wind Resistant Design of a Very Large Observation Wheel, file e0c31c11-946f-4599-e053-1705fe0aef77
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5
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Study of dynamic buckling in droppers of high-speed railway line catenary during pantograph passage|Studio del dynamic buckling nei pendini conduttori di una catenaria AV al passaggio del pantografo, file ea3e83f8-c680-41a9-a491-1720989128fe
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5
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Validation of a numerical model for the simulation of tramcar vehicle dynamics by means of comparison with experimental data, file e0c31c08-3b94-4599-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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Wind effects on a pedestrian arch bridge with complex shape, file e0c31c09-fda7-4599-e053-1705fe0aef77
|
3
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Full-scale derailment tests on freight wagons, file e0c31c10-b50a-4599-e053-1705fe0aef77
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3
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Vibration Modelling of High Temperature Low Sag conductors - Self damping characterization, file e0c31c12-db8a-4599-e053-1705fe0aef77
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3
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Train bridge interaction: problems and models, file e0c31c07-e857-4599-e053-1705fe0aef77
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2
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A smart structure for wind tunnel investigation of a bridge deck’s vortex-induced torsional motion, file e0c31c09-8edb-4599-e053-1705fe0aef77
|
2
|
|
A numerical-experimental approach to evaluate the aerodynamic effects on rail vehicle dynamics, file e0c31c09-f900-4599-e053-1705fe0aef77
|
2
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Numerical simulation of train-track-bridge dynamic interaction, file e0c31c09-fae7-4599-e053-1705fe0aef77
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2
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Design challenges of the runnability of long span bridges, file e0c31c0a-0086-4599-e053-1705fe0aef77
|
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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IABSE Task Group 3.1 Benchmark Results. Numerical Full Bridge Stability and Buffeting Simulations, file 7dc2be03-767a-4ff9-adf8-0e8e5462ab00
|
1
|
|
Sustainability of overhead line conductors and fittings – Conductor condition assessment and life extension
Volume 1: State of the art, file cad83022-86a8-4564-9463-d7db141e6241
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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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On the derailment of a railway vehicle. Influence of different parameters, file e0c31c07-f3d4-4599-e053-1705fe0aef77
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1
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Wind Tunnel tests and Numerical Approach for Long Span Bridges: The Messina Bridge, file e0c31c08-02d2-4599-e053-1705fe0aef77
|
1
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A liason between Cigré and IEC, file e0c31c08-1efa-4599-e053-1705fe0aef77
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1
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Experimental validation of a numerical model for the simulation of tramcar vehicle dynamics, file e0c31c08-29b4-4599-e053-1705fe0aef77
|
1
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Modeling of Aeolian vibrations of overhead line conductors with wind speed variations along and across the span, file e0c31c08-3a88-4599-e053-1705fe0aef77
|
1
|
|
Validation of a numerical model for the simulation of tramcar vehicle dynamics by means of comparison with experimental data, file e0c31c08-3b95-4599-e053-1705fe0aef77
|
1
|
|
On the Response of a Bridge Deck to Turbulent Wind: A New Approach, file e0c31c08-3c1f-4599-e053-1705fe0aef77
|
1
|
|
Complex aerodynamic admittance function role in buffeting response of a bridge deck, file e0c31c08-3c23-4599-e053-1705fe0aef77
|
1
|
|
Buffeting response of long span bridges: numerical-experimental validation of fluid-structure interaction models, file e0c31c08-d42c-4599-e053-1705fe0aef77
|
1
|
|
Wind induced Motion On Bundled Conductors (Excluding Ice galloping):Part B - Subspan Oscillation, file e0c31c09-b20c-4599-e053-1705fe0aef77
|
1
|
|
Wind Induced Motion on bundle conductors (Excluding Ice Galloping): PART A - Aeolian Vibration, file e0c31c09-bc90-4599-e053-1705fe0aef77
|
1
|
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Smart sensor for detection of derailment on freight trains, file e0c31c09-c241-4599-e053-1705fe0aef77
|
1
|
|
A study of the factors affecting flange-climb derailment in railway vehicles, file e0c31c09-d50f-4599-e053-1705fe0aef77
|
1
|
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Condition monitoring of the railway line and overhead equipment through onboard train measurement - An Italian experience, file e0c31c09-d56c-4599-e053-1705fe0aef77
|
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
|
1
|
|
The Development of a Numerical Model for Railway Vehicles Comfort Assessment Through Comparison With Experimental Measurements, file e0c31c09-ff01-4599-e053-1705fe0aef77
|
1
|
|
Effect of track geometrical defects on running safety of tramcar vehicles, file e0c31c0a-0505-4599-e053-1705fe0aef77
|
1
|
|
Wind induced vibrations on a pedestrian arch bridge: wind tunnel tests on rigid and sectional models, file e0c31c0e-b54a-4599-e053-1705fe0aef77
|
1
|
|
Sensor Nodes for Continuous Monitoring of Structures Through Accelerometric Measurements, file e0c31c10-c79f-4599-e053-1705fe0aef77
|
1
|
| Totale |
1.832 |