Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
4919935 | Engineering Structures | 2017 | 12 Pages |
Abstract
The comparison of the fragility curves for damage levels I (initial slip) and II (large residual displacement of the superstructure) shows that the most vulnerable bridges are bridges without external shear keys, regardless of the seismic hazard zone and the type of soil. For damage level III (collapse) it is irrelevant whether or not the bridge has external shear keys.
Keywords
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geotechnical Engineering and Engineering Geology
Authors
José de Jesús Wilches Están, Hernán Santa MarÃa, Rafael Riddell, Carlos Arrate,