Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A novel smartphone-based evaluation system of pedestrian-induced footbridge vibration comfort
Pedestrian-induced vibration comfort is an important factor affecting the serviceability of footbridges. This article proposes a smartphone-based evaluation system for pedestrian-induced footbridge vibration comfort, and the evaluation system consists of a data acquisition subsystem, management center subsystem, and smartphone client. Four technical challenges in the application of the evaluation system are solved: coordinates transformation, acceleration signal drift correction, signal filtering, and computation of the total weighted root mean square acceleration. To verify the validity of the proposed evaluation system, field experiments are carried out on the Forth Corridor Footbridge in Guangzhou. A comparison of the proposed system and the traditional methodology shows that the total weighted root mean square acceleration errors between smartphones and accelerometers are less than ±5%. In addition, the subjective feelings in the field experiments are in excellent agreement with the corresponding stipulation in ISO 2631-1:1997 (Amendment 1. International Standardization Organization, Geneva, 2010).
A novel smartphone-based evaluation system of pedestrian-induced footbridge vibration comfort
Pedestrian-induced vibration comfort is an important factor affecting the serviceability of footbridges. This article proposes a smartphone-based evaluation system for pedestrian-induced footbridge vibration comfort, and the evaluation system consists of a data acquisition subsystem, management center subsystem, and smartphone client. Four technical challenges in the application of the evaluation system are solved: coordinates transformation, acceleration signal drift correction, signal filtering, and computation of the total weighted root mean square acceleration. To verify the validity of the proposed evaluation system, field experiments are carried out on the Forth Corridor Footbridge in Guangzhou. A comparison of the proposed system and the traditional methodology shows that the total weighted root mean square acceleration errors between smartphones and accelerometers are less than ±5%. In addition, the subjective feelings in the field experiments are in excellent agreement with the corresponding stipulation in ISO 2631-1:1997 (Amendment 1. International Standardization Organization, Geneva, 2010).
A novel smartphone-based evaluation system of pedestrian-induced footbridge vibration comfort
Chen, Deyi (Autor:in) / Wu, Jie (Autor:in) / Yan, Quansheng (Autor:in)
Advances in Structural Engineering ; 22 ; 1685-1697
01.05.2019
13 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Footbridge Pedestrian Vibration Limits Background to Response Calculation
Online Contents | 2007
|Footbridge Pedestrian Vibration Limits Background to Response Calculation
SAGE Publications | 2007
|Stability analysis of pedestrian-induced large lateral vibration on a footbridge
Taylor & Francis Verlag | 2021
|Pedestrian-induced lateral vibration of footbridge based on binary coupled Kuramoto model
Taylor & Francis Verlag | 2023
|