Seismic Pounding Between Bridge Segments: A State-of-the-Art Review

Mahmoud Miari; Kok Choong; Robert Jankowski

doi:10.1007/s11831-019-09389-x

Seismic Pounding Between Bridge Segments: A State-of-the-Art Review

Abstract

Earthquake-induced structural pounding in bridge structures has been observed in several previous seismic events. Collisions occur at the expansion joints provided between adjacent decks or between the deck and abutment. Pounding between the structural elements may lead to severe damages and even to the unseating of the bridge in certain cases. Several investigations have been performed to study pounding in bridges under uniform and non-uniform seismic excitations. Moreover, different mitigation measures have been suggested to overcome the drawbacks of this phenomenon. This work reviews previous research studies concerning earthquake-induced structural pounding in bridge structures, the factors that influence it and the recommended mitigation measures.

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Authors (3)

Mahmoud Miari
Kok Choong
- Universiti Sains Malaysia, Malaysia
Robert Jankowski prof. dr hab. inż.

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Category:: Articles
Type:: artykuły w czasopismach
Published in:: ARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING no. 28, pages 495 - 504,
ISSN: 1134-3060
Language:: English
Publication year:: 2021
Bibliographic description:: Miari M., Choong K., Jankowski R.: Seismic Pounding Between Bridge Segments: A State-of-the-Art Review// ARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING -Vol. 28, (2021), s.495-504
DOI:: Digital Object Identifier (open in new tab) 10.1007/s11831-019-09389-x
Verified by:: Gdańsk University of Technology