Vibration Source Inversion and Vibration Evaluation of a Tall Residential Building

Min Feng Li; Guo Fang Jin

doi:10.4028/www.scientific.net/AMR.255-260.1770

Paper Titles

The Study for the Electronic Control Technology of the Electric Power Traction System in the Bridge/Shipping Crash Testing Laboratory
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Overall Design Method for Large Structure Crash Testing Laboratory
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Progressive Collapse Mechanics of Reticulated Dome under Impact
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Research on Dynamic Responses of Subway Stations to Explosive Loads
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Vibration Source Inversion and Vibration Evaluation of a Tall Residential Building
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Analysis on Vehicle-Bridge Coupled Vibration of a Rigid-Frame Arch Bridge Based on Measured Road Roughness
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Dynamic Performance Analysis of Roof Structure with Steel Tubular Arch-Truss
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Research on Dynamic Factor of the Column with Different Constraints Subjected to Blast Shock
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Coupled Vibration Analysis of Vehicle-Bridge System for Yujiang River Bridge on Nanning-Guangzhou Railway Line
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Vibration Source Inversion and Vibration...

Vibration Source Inversion and Vibration Evaluation of a Tall Residential Building

Abstract:

Vibration sources, which caused the vibration of a shear-wall residential building, are inversed in this paper. In light of the test data, frequency-domain analysis is presented, and a finite element model is established. Furthermore, the time-domain acceleration responses of the structure are obtained. In compare with the British standard Vibration Dose Value (VDV) method, an Annoyance-Based Checking Procedure (ABCP) is proposed to evaluate the vibration of the building. The analysis indicates that both results agree reasonably well. A suggestion for structure engineers is proposed to consider the effect of environment vibration in the vicinity of the building.

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Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

1770-1774

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.1770

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Online since:

May 2011

Authors:

Min Feng Li, Guo Fang Jin

Keywords:

Annoyance-Based Checking Procedure, Resonance, Shear-Wall Structure, Vibration Dose Value, Vibration Evaluation, Vibration Source Inversion

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