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Dynamic properties variation by irregular superstructure and substructure common bridges

Author
Gómez, M. C.; Gómez-Soberón, J.M.
Type of activity
Presentation of work at congresses
Name of edition
X International Conference on Structural Dynamics
Date of publication
2017
Presentation's date
2017-09
Book of congress proceedings
Procedia Engineering, volume 199 : proceedings of the 10th International Conference on Structural Dynamics (EURODYN 2017), 10–13 September 2017, Rome, Italy
First page
2961
Last page
2966
Publisher
Elsevier
DOI
https://doi.org/10.1016/j.proeng.2017.09.526 Open in new window
Repository
http://hdl.handle.net/2117/108375 Open in new window
URL
http://www.sciencedirect.com/science/article/pii/S1877705817340365/pdf?md5=46def4aebd4a79cacd8de68786b7564c&pid=1-s2.0-S1877705817340365-main.pdf Open in new window
Abstract
Irregular structures have a more-complex behavior that it is not always considered during their analysis and design. In some design codes, irregular condition is assumed by means of factors that modified the response of simple systems to define the final transversal sections. Although some elastic analyses were developed, they do not always evaluate the effect of different irregular conditions in the dynamic response of bridges. In this work, irregular bridges were analyzed to define the influen...
Citation
Gómez, M. C., Gómez-Soberón, J.M. Dynamic properties variation by irregular superstructure and substructure common bridges. A: International Conference on Structural Dynamics. "Procedia Engineering, volume 199 : proceedings of the 10th International Conference on Structural Dynamics (EURODYN 2017), 10–13 September 2017, Rome, Italy". Roma: Elsevier, 2017, p. 2961-2966.
Keywords
Irregular bridges, dynamic properties
Group of research
GICITED - Interdisciplinary Group on Building Scienceand and Technology

Participants