MR Dampers with Lever Mechanism for Response Reduction Inhigh-Rise Buildings Under Multidirectional Wind Loads

P. [1-4] [4]

• Capitoli dello stesso volume (disponibili singolarmente)

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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
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  • Numerical Simulation of the Dynamic Wind Loading on and Response of Tall Buildings
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  • Motion Effects on the Aerodynamic Forces for an Oscillating Tower Through Wind Tunnel Tests
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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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  • 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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  • 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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  • 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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  • 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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  • Drag Coefficients of Lattice Masts from Full-Scale Wind-Tunnel Tests
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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
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  • 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
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  • 3D Numerical Simulations and Full Scale Measurements of Snow Depositions on Curved Roofs
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  • Wind Pressure Loading Cycles for Evaluating the Wind Resistance of Mechanically Attached Waterproofing Systems on Flat Roofs
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  • Design Wind Loads for Cladding Elements
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  • Numerical Simulations of Flowfield and Pressure Distribution Around Various Roofs
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  • Experimental Study on Wind Load in Roof and Overhang of a Gable Building
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  • Behavior of Mechanically Anchored Waterproofing Membrane Exposed During Typhoon
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  • Behavior of Mechanically Anchored Waterproofing Membrane Exposed During Typhoon
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• Informazioni

  Codice DOI: 10.1400/116495

  Permalink: http://digital.casalini.it/2309008