Seismic performance analysis and assessment of a precast bridge computational model

A large-scale, two-span bridge model constructed by assembling precast elements was tested under a series of bi-axial ground motions simulated on a shake table at the Earthquake Engineering Laboratory at the University of Nevada, Reno. The response of the bridge was estimated before the tests using...

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Bibliographic Details
Main Authors: José Benjumea, Mehdi Saiidi, Ahmad Itani
Format: Article
Language:English
Published: Universidad Nacional de Colombia 2020-01-01
Series:Dyna
Subjects:
Online Access:https://revistas.unal.edu.co/index.php/dyna/article/view/80143