Influence of Swirl Ratio and Incident Flow Conditions on Generation of Tornado-Like Vortex

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• Artikel aus derselben Ausgabe (einzeln erhältlich)

  • Wind and Tall Buildings
  • Wind and Risk
  • Wind and Music
  • Wind and Comfort
  • On Wind, Waves, and Surface Drag
  • Investigation Into Numerical Modeling Of The Drag Crisis For Circular Cylinders
  • Reynolds Number Dependence of the Velocity Shear Effects on Flow Around a Circular Cylinder
  • Unsteady Aerodynamic Force on Square Cylinder in the Flow with Streamwise Perturbations
  • Interpretation of Aerodynamic Pressure Measurements by Independent Component Analysis
  • Optimum Outrigger Locations of High-Rise Steel Buildings for Windloading
  • A Numerical Procedure for the Dynamic Response of Tall Buildings Subject to Turbulent Wind Excitation
  • Along Wind Response of Non-Classically Damped High-Rise Building
  • Wind-Induced Building Interference
  • Time Domain Analysis of Soil-Structure-Damper System Under Wind Excitation
  • The Solar Updraft Power Plant
  • Dynamic Response and Wind Loads of a Tall Building Based on Wind Tunnel Tests
  • Numerical Simulation of the Dynamic Wind Loading on and Response of Tall Buildings
  • Motion Effects on the Aerodynamic Forces for an Oscillating Tower Through Wind Tunnel Tests
  • On the Structural Response of Steel Telecommunication Lattice Masts for Wind Loading and Combined Effects
  • A Refined Analysis of Guyed Masts in Turbulent Wind
  • Preliminary Elements for an Innovative Wind Map of Italy
  • Chasing Gust Fronts - Wind Measurements at the Airport Munich, Germany
  • Correction of the Predicted Mean Wind Speed Based on Routine Measurements at Meteorological Stations
  • A Conditional Model for the Short-Term Forecast of Severe Wind Phenomena
  • A Representation of Wind Velocity by Means of Fractional Spectral Moments
  • Fuzzy Hybrid Control of Wind Response in a Tall Building Using a Smart Tuned Mass Damper
  • Application of Wind Tunnel Measurements in the Time Domain Vibration Control Analysis
  • Structural Lifetime Prediction for Wind Energy Converters Basedon Health Monitoring and System Identification
  • MR Dampers with Lever Mechanism for Response Reduction Inhigh-Rise Buildings Under Multidirectional Wind Loads
  • The New Eurocode for Wind Loads, Comparison of Application in Various Countries
  • Dynamics of Tall Buildings Under Stochastic Wind Load, Applicability of Eurocode EN 1991-1-4 Procedures 1 and 2
  • The New CNR-DT 207/2008
  • A Probabilistic Framework for Performance-Based Wind Engineering
  • Effects of Building Height and Spacing on Pedestrian-Level Wind Environment
  • Assessment of Thermal Environment Sensation for Various Climatic Conditions and Fluctuating Air Flow
  • CFD Modeling of the Wake Interactions of Two Wind Turbines on a Gaussian Hill
  • Wind Tunnel Investigation on Wake Effects of a Wind Turbine
  • Multi-Disciplinary Optimization of Wind Turbines Using Comprehensive Aero-Servo-Elastic Models
  • Computing Spatial Estimates of the Over-the-Rotor Wind Distribution for Advanced Wind Turbine Active Control
  • WindAccept
  • Checking Global Warming in Africa with Wind Energy
  • Potential Output Power from the 20 kW Jacobs Wind Turbine Generator Across 19 Sites in Northern Nigeria
  • Reliability Analysis of Offshore Wind Turbines
  • Renewable Energy Resource in Nigeria
  • Application of Wind and Small Hydro Energy Sources for Rural Electric Power Supply in Nigeria
  • Wind Tunnel Tests of Aerodynamical Interference Between Two High-Rise Buildings
  • Wind Pressure and Spectrum Measurement for Three Square Prismatic Buildings Arranged in L Shape
  • Tap Resolution Related to the Accuracy of Pressure Integrated Wind Loads
  • The Measurements of Pressure and Wind Velocity Around Square and Rectangular Cylinders
  • Field Measurement and Numerical Analysis of Wind-Driven Rain Absorption and Evaporation on Building Facades
  • Natural Wind Simulation in the TUM Boundary Layer Wind Tunnel
  • Modelling Flow and Pollutant Dispersion in Urban Areas
  • Wind Tunnel Measurement of Flow and Dispersion of Power Plant Emission on the Coastal Region With Complex Terrain
  • A New Approach to Wind Tunnel Similarity Criteria for Snow Load Prediction with an Exemplary Application of Football Stadium Roof
  • Fluctuating Pressures on Cube Faces and Simulator Floor Intornado-Like Flow
  • Influence of Swirl Ratio and Incident Flow Conditions on Generation of Tornado-Like Vortex
  • A Multicamera Displacement Measurement System for Wind Engineering Testing
  • Drag Coefficients of Lattice Masts from Full-Scale Wind-Tunnel Tests
  • Leonardo, the Wind and the Flying Sphere
  • Field Measurement of Wind Pressure on a Double Skin with a Ventilator
  • Experimental Investigation on Aerodynamic Performance of Damaged Wings
  • LES Study on Urban Roughness Effects on Turbulence Statistics of Atmospheric Boundary Layer
  • LES of Wind Turbulence and Heat Environment Around Dense Tall Buildings
  • Fluid-Structure Interaction Analysis with the ANSYS Software in Bridge Aeroelasticity
  • Wind-Driven Rain on Building Facades
  • Computational Analysis of Natural Ventilation in a Large Semi-Enclosed Stadium
  • Aerodynamic Study of the Preliminary Design of a 425 m Cable-Stayed Bridge Deck Using CFD
  • Experimental and Numerical Study of the Pressure Distribution on Alow Rise Building (CC)
  • Validation Metrics of Reynolds Stresses and Turbulent Kinetic Energy for the MUST Wind Tunnel Case of COST Action 732
  • CFD Modeling of Wind Induced Mean and Fluctuating External Pressure Coefficients on the Texas Technical University Building
  • The Evolution of the Application of CFD on Pedestrian Wind Comfort in Engineering Practice, a Validation Study
  • RANS CFD Modelling of Particle Dispersion Behind a Rectangular Building in the Atmospheric Boundary Layer
  • Limits for the Control of Wind-Loaded Slender Bridges with Movable Flaps
  • Limits for the Control of Wind-Loaded Slender Bridges with Movable Flaps
  • Aerodynamic Stabilization for Box-Girder Suspension Bridges with Super-Long Span
  • Reliability of Multiple Tuned Mass Dampers for Bridge Flutter Control
  • Innovative Configurations for Long-Span Suspension Bridges
  • Mitigation of the Wind Buffeting on a Suspended Bridge by Smart Devices
  • Response of Bluff and Streamlined Bridge Girder in the Wind as Function of Natural Frequency Tuning
  • POD-Based Representation of the Equivalent Static Force for Long Span Bridges
  • Model Investigations of the Cable-Stayed Bridge over Vistula River in Cracow
  • Mechanisms of the Vertical Vortex Induced Vibration of the Storebælt Bridge
  • Wind Tunnel Study on the Pescara Footbridge
  • Stable and Unstable Limit Cycles and Nonlinear Quasiperiodic Response of Aeroelastic Structure
  • Aeroelastic Analysis of Miradoiros Bridge in La Coruña (Spain)
  • Time Domain Representations of Unsteady Aeroelastic Wind Forces by Rational Function Approximations
  • Galloping of an Inclined Square Cylinder
  • Aerodynamic Loads on Flexible Bodies for Sailing Simulation
  • Investigation on the Flutter Mechanism of Thin Plate Sections
  • Effects of Non-Linear Propagation of Random Turbulence Fields on Bridge Flutter Instability
  • Flutter Analysis of an Extradosed Bridge in Hungary
  • Identification of 18 Flutter Derivatives by Forced Vibration Tests
  • Wake Visualization and Pressure Field Analysis on an Oscillating Cylinder
  • 3D Numerical Simulations and Full Scale Measurements of Snow Depositions on Curved Roofs
  • Wind Pressure Loading Cycles for Evaluating the Wind Resistance of Mechanically Attached Waterproofing Systems on Flat Roofs
  • Design Wind Loads for Cladding Elements
  • Numerical Simulations of Flowfield and Pressure Distribution Around Various Roofs
  • Experimental Study on Wind Load in Roof and Overhang of a Gable Building
  • Behavior of Mechanically Anchored Waterproofing Membrane Exposed During Typhoon
  • Behavior of Mechanically Anchored Waterproofing Membrane Exposed During Typhoon
  • Simulation of Turbulent Wind Action on a New Membrane Roof Over Municipal Stadium in Poznan, Poland, for UEFA EURO 2012
  • Wind Tunnel Tests on the Roof of the New Turin Stadium
  • Aerodynamic Behaviour of Hyperbolic Paraboloid Shaped Roofs
  • Aerodynamic Behaviour of Hyperbolic Paraboloid Shaped Roofs
  • Wind Loads on Stand-off Photovoltaic Systems
  • Stochastic Wind Response of SDoF Structures with non Linear Viscous Dampers
  • Wind Action According to the Brazilian Code
  • The Effect of Background Leakage on Wind Induced Internal Pressure Fluctuations in Low Rise Buildings with Dominant Openings
  • Aerodynamic Analysis of a Photovoltaic Solar Tracker
  • The Flight of Wind Borne Debris
  • A Framework for Generalized Gust-Front Factor
  • Neural Simulation of Wind Induced Nongaussian Loads Based on BLWT Results
  • BARC
  • Three-Dimensional Numerical Simulation of Flow Around a 1
  • Analysis of the Separated Flow Around a 5
  • Reynolds-Number-Effects in Flow Around a Rectangular Section with Aspect Ratio 1
  • Corotational Cable Elements to Model Suspended Cablesunder Wind Loading
  • Numerical Investigation of Conductor Bundle Icing
  • Wind Tunnel Testing of an Inclined Aeroelastic Cable Model-Pressure and Motion Characteristics, Part I
  • Wind Tunnel Testing of an Inclined Aeroelastic Cable Model-Pressure and Motion Characteristics, Part II
  • A Comparison Between Dry Cylinder Galloping and Rain-Wind Induced Excitation
  • Experimental Study of Statistical and Spectral Characteristics of Wake Flow Around the Rear View Side Mirror of a Passenger Car
  • The Struggle Against the Wind on the Motorway
  • Experimental Investigation on the Force Induced by a High Speed Vehicle Passing by a Traffic Sign
  • A Probabilistic Assessment of Infrastructural Measures Against Overturning Risk of Railway Vehicles Under Stochastic Crosswind
  • The Effect of Unsteady Crosswind Forces on Train Dynamic Behaviour
  • Numerical and Experimental Evaluation of the Wind-Field Behind Living Shelterbelts
  • Author Index
• Informationen

  DOI: 10.1400/116522

  Permalink: http://digital.casalini.it/2309035