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     Research Journal of Applied Sciences, Engineering and Technology


Tests and Analysis on Vertical Vibration of Long-Span Prestressed Concrete Floor System

Chen Dongni and Guo Yujiao
Department of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China
Research Journal of Applied Sciences, Engineering and Technology  2013  17:3259-3263
http://dx.doi.org/10.19026/rjaset.6.3632  |  © The Author(s) 2013
Received: January 17, 2013  |  Accepted: March 02, 2013  |  Published: September 20, 2013

Abstract

As the long-span prestressed concrete floors are widely used in stadiums, buildings with large open space and high buildings, the vertical vibration serviceability is becoming increasingly important. So the research of long-span prestressed concrete floor vertical vibration under pedestrian loads has great significance. According to practical engineering, the study presented the vibration measurement scheme and the vibration signal was detected by high sensitivity piezoelectric accelerometer, we got the first two order frequencies of the floor vertical vibration and the corresponding damping ratios by mode-superposition method. Also, finite element models were established to simulate the floor vertical vibration. Based on the comparison between the numerical results and the corresponding measurements, the most appropriate model was determined for studying the dynamic behavior of long-span prestressed floors.

Keywords:

Finite element analysis, long-span prestressed concrete floor, serviceability, vibration tests,


References


Competing interests

The authors have no competing interests.

Open Access Policy

This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.

Copyright

The authors have no competing interests.

ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
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