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...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
Universidad Nacional de Colombia
2020-01-01
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Series: | Dyna |
Subjects: | |
Online Access: | https://revistas.unal.edu.co/index.php/dyna/article/view/80143 |