Limits for the Control of Wind-Loaded Slender Bridges with Movable Flaps : Part II : Controller Design, Closed-Loop Characteristics of the Aeroelastic System and Gust Alleviation

P. [1-3] [3]

• Chapitres du même volume (disponibles individuellement)

  • Wind and Tall Buildings
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  • Wind and Risk
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  • Wind and Music
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  • Wind and Comfort
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  • On Wind, Waves, and Surface Drag
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  • Investigation Into Numerical Modeling Of The Drag Crisis For Circular Cylinders
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  • Reynolds Number Dependence of the Velocity Shear Effects on Flow Around a Circular Cylinder
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  • Unsteady Aerodynamic Force on Square Cylinder in the Flow with Streamwise Perturbations
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  • Interpretation of Aerodynamic Pressure Measurements by Independent Component Analysis
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  • Optimum Outrigger Locations of High-Rise Steel Buildings for Windloading
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  • A Numerical Procedure for the Dynamic Response of Tall Buildings Subject to Turbulent Wind Excitation
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  • Along Wind Response of Non-Classically Damped High-Rise Building
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  • Wind-Induced Building Interference
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  • Time Domain Analysis of Soil-Structure-Damper System Under Wind Excitation
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  • The Solar Updraft Power Plant
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  • Dynamic Response and Wind Loads of a Tall Building Based on Wind Tunnel Tests
    Obtenir le chapitre
  • Numerical Simulation of the Dynamic Wind Loading on and Response of Tall Buildings
    Obtenir le chapitre
  • Motion Effects on the Aerodynamic Forces for an Oscillating Tower Through Wind Tunnel Tests
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  • On the Structural Response of Steel Telecommunication Lattice Masts for Wind Loading and Combined Effects
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  • A Refined Analysis of Guyed Masts in Turbulent Wind
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  • Preliminary Elements for an Innovative Wind Map of Italy
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  • Chasing Gust Fronts - Wind Measurements at the Airport Munich, Germany
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  • Correction of the Predicted Mean Wind Speed Based on Routine Measurements at Meteorological Stations
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  • A Conditional Model for the Short-Term Forecast of Severe Wind Phenomena
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  • A Representation of Wind Velocity by Means of Fractional Spectral Moments
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  • Fuzzy Hybrid Control of Wind Response in a Tall Building Using a Smart Tuned Mass Damper
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  • Application of Wind Tunnel Measurements in the Time Domain Vibration Control Analysis
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  • Structural Lifetime Prediction for Wind Energy Converters Basedon Health Monitoring and System Identification
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  • MR Dampers with Lever Mechanism for Response Reduction Inhigh-Rise Buildings Under Multidirectional Wind Loads
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  • The New Eurocode for Wind Loads, Comparison of Application in Various Countries
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  • Dynamics of Tall Buildings Under Stochastic Wind Load, Applicability of Eurocode EN 1991-1-4 Procedures 1 and 2
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  • The New CNR-DT 207/2008
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  • A Probabilistic Framework for Performance-Based Wind Engineering
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  • Effects of Building Height and Spacing on Pedestrian-Level Wind Environment
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  • Assessment of Thermal Environment Sensation for Various Climatic Conditions and Fluctuating Air Flow
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  • CFD Modeling of the Wake Interactions of Two Wind Turbines on a Gaussian Hill
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  • Wind Tunnel Investigation on Wake Effects of a Wind Turbine
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  • Multi-Disciplinary Optimization of Wind Turbines Using Comprehensive Aero-Servo-Elastic Models
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  • Computing Spatial Estimates of the Over-the-Rotor Wind Distribution for Advanced Wind Turbine Active Control
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  • WindAccept
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  • Checking Global Warming in Africa with Wind Energy
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  • Potential Output Power from the 20 kW Jacobs Wind Turbine Generator Across 19 Sites in Northern Nigeria
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  • Reliability Analysis of Offshore Wind Turbines
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  • Renewable Energy Resource in Nigeria
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  • Application of Wind and Small Hydro Energy Sources for Rural Electric Power Supply in Nigeria
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  • Wind Tunnel Tests of Aerodynamical Interference Between Two High-Rise Buildings
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  • Wind Pressure and Spectrum Measurement for Three Square Prismatic Buildings Arranged in L Shape
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  • Tap Resolution Related to the Accuracy of Pressure Integrated Wind Loads
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  • The Measurements of Pressure and Wind Velocity Around Square and Rectangular Cylinders
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  • Field Measurement and Numerical Analysis of Wind-Driven Rain Absorption and Evaporation on Building Facades
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  • Natural Wind Simulation in the TUM Boundary Layer Wind Tunnel
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  • Modelling Flow and Pollutant Dispersion in Urban Areas
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  • Wind Tunnel Measurement of Flow and Dispersion of Power Plant Emission on the Coastal Region With Complex Terrain
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  • A New Approach to Wind Tunnel Similarity Criteria for Snow Load Prediction with an Exemplary Application of Football Stadium Roof
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  • Fluctuating Pressures on Cube Faces and Simulator Floor Intornado-Like Flow
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  • Influence of Swirl Ratio and Incident Flow Conditions on Generation of Tornado-Like Vortex
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  • A Multicamera Displacement Measurement System for Wind Engineering Testing
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  • Drag Coefficients of Lattice Masts from Full-Scale Wind-Tunnel Tests
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  • Leonardo, the Wind and the Flying Sphere
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  • Field Measurement of Wind Pressure on a Double Skin with a Ventilator
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  • Experimental Investigation on Aerodynamic Performance of Damaged Wings
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  • LES Study on Urban Roughness Effects on Turbulence Statistics of Atmospheric Boundary Layer
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  • LES of Wind Turbulence and Heat Environment Around Dense Tall Buildings
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  • Fluid-Structure Interaction Analysis with the ANSYS Software in Bridge Aeroelasticity
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  • Wind-Driven Rain on Building Facades
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  • Computational Analysis of Natural Ventilation in a Large Semi-Enclosed Stadium
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  • Aerodynamic Study of the Preliminary Design of a 425 m Cable-Stayed Bridge Deck Using CFD
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  • Experimental and Numerical Study of the Pressure Distribution on Alow Rise Building (CC)
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  • Validation Metrics of Reynolds Stresses and Turbulent Kinetic Energy for the MUST Wind Tunnel Case of COST Action 732
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  • CFD Modeling of Wind Induced Mean and Fluctuating External Pressure Coefficients on the Texas Technical University Building
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  • The Evolution of the Application of CFD on Pedestrian Wind Comfort in Engineering Practice, a Validation Study
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  • RANS CFD Modelling of Particle Dispersion Behind a Rectangular Building in the Atmospheric Boundary Layer
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  • Limits for the Control of Wind-Loaded Slender Bridges with Movable Flaps
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  • Limits for the Control of Wind-Loaded Slender Bridges with Movable Flaps
  • Aerodynamic Stabilization for Box-Girder Suspension Bridges with Super-Long Span
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  • Reliability of Multiple Tuned Mass Dampers for Bridge Flutter Control
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  • Innovative Configurations for Long-Span Suspension Bridges
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  • Mitigation of the Wind Buffeting on a Suspended Bridge by Smart Devices
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  • Response of Bluff and Streamlined Bridge Girder in the Wind as Function of Natural Frequency Tuning
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  • POD-Based Representation of the Equivalent Static Force for Long Span Bridges
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  • Model Investigations of the Cable-Stayed Bridge over Vistula River in Cracow
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  • Mechanisms of the Vertical Vortex Induced Vibration of the Storebælt Bridge
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  • Wind Tunnel Study on the Pescara Footbridge
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  • Stable and Unstable Limit Cycles and Nonlinear Quasiperiodic Response of Aeroelastic Structure
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  • Aeroelastic Analysis of Miradoiros Bridge in La Coruña (Spain)
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  • Time Domain Representations of Unsteady Aeroelastic Wind Forces by Rational Function Approximations
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  • Galloping of an Inclined Square Cylinder
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  • Aerodynamic Loads on Flexible Bodies for Sailing Simulation
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  • Investigation on the Flutter Mechanism of Thin Plate Sections
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  • Effects of Non-Linear Propagation of Random Turbulence Fields on Bridge Flutter Instability
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  • Flutter Analysis of an Extradosed Bridge in Hungary
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  • Identification of 18 Flutter Derivatives by Forced Vibration Tests
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  • Wake Visualization and Pressure Field Analysis on an Oscillating Cylinder
    Obtenir le chapitre
  • 3D Numerical Simulations and Full Scale Measurements of Snow Depositions on Curved Roofs
    Obtenir le chapitre
  • Wind Pressure Loading Cycles for Evaluating the Wind Resistance of Mechanically Attached Waterproofing Systems on Flat Roofs
    Obtenir le chapitre
  • Design Wind Loads for Cladding Elements
    Obtenir le chapitre
  • Numerical Simulations of Flowfield and Pressure Distribution Around Various Roofs
    Obtenir le chapitre
  • Experimental Study on Wind Load in Roof and Overhang of a Gable Building
    Obtenir le chapitre
  • Behavior of Mechanically Anchored Waterproofing Membrane Exposed During Typhoon
    Obtenir le chapitre
  • Behavior of Mechanically Anchored Waterproofing Membrane Exposed During Typhoon
    Obtenir le chapitre

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• Informations

  Code DOI : 10.1400/116540

  Permalink: http://digital.casalini.it/2309053

  DISCIPLINES

  • Physique appliquée
  • Génie civil