Evaluation of the Experimental and Analytical Dynamic Response of Pedestrian Bridges
| Author(s): |
Marco A. Mendoza
Roberto Gomez G. Moises Arroyo J. Alberto Escobar Rigoberto Flores |
|---|---|
| Medium: | conference paper |
| Language(s): | English |
| Conference: | Footbridge 2017 Berlin - Tell A Story, 6-8.9.2017, Technische Universität Berlin (TU Berlin) |
| Published in: | Footbridge 2017 Berlin - Tell A Story |
| Year: | 2017 |
| DOI: | 10.24904/footbridge2017.09819 |
| Abstract: |
This paper presents the results of ambient vibration tests carried out on ten pedestrian bridges located in the city of Querétaro, Mexico. Mathematical models of some bridges were developed and calibrated with the results of the experimental data. Afterwards, pedestrian load models were used to study the analytical response of the bridges and damping devices were simulated based on data available in the literature. The main objective of the study was to decrease the magnitude of structural vibrations and improve human comfort for pedestrians. |
| Keywords: |
dynamic response human-structure interaction ambient vibration human response damping devices
|
| License: | This creative work is copyrighted. The copyright holder(s) do(es) not grant any usage rights other than viewing and downloading the work for personal use. Further copying or publication requires the permission of the copyright holder(s). |
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data sheet - Reference-ID
10075365 - Published on:
01/09/2017 - Last updated on:
10/06/2021
