Vibration Control Device and its Performance under Wind Load in High-Rise Buildings

Zhi Hua Dong; Ju Yun Yuan

doi:10.4028/www.scientific.net/AMM.166-169.1358

Paper Titles

Impact Evaluation of Mud Cake Thickness on Shearing Strength at Cement-Formation Interface
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Nonlinear Reduction Analysis of Defects on Reticulated Shell Structure Bearing Capacity
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Analysis of Principal Component - Application of SVM Model in Prediction of Ultimate Bearing Capacity of Static Pressure Pipe Pile
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Analysis of Kinematic Behavior on Landslide Groundwater at K144 Section along Da-Yu Highway
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Vibration Control Device and its Performance under Wind Load in High-Rise Buildings
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Dynamic Responses and Failure Modes of T-Shaped Concrete-Filled Steel Tube Core Columns under the Blast Loads
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Application of Support Vector Machine in Springback Forecasting for Steel Structure
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Finite Element Modeling for Health Monitoring and Condition Assessment of Large-Span Steel Roof Unloading Process
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Dynamic Stability Analysis of Big Span Steel Tubular Truss
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Vibration Control Device and its Performance under...

Vibration Control Device and its Performance under Wind Load in High-Rise Buildings

Abstract:

Based on brief introduction to the concept of vibration control, this paper discusses many different types of device for vibration control under wind load in high-rise buildings. By contrasting and analyzing the performance of each type of device, the classification and characteristics of the vibration control device for wind load are summarized, which could be used in choosing the proper device in controlling vibration under certain conditions.