000010614 001__ 10614
000010614 005__ 20141205155745.0
000010614 04107 $$aeng
000010614 046__ $$k2008-10-12
000010614 100__ $$aLanda-Ruiz, Laura
000010614 24500 $$aSeismic Assessment Analysis of Bridges in Mexico

000010614 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010614 260__ $$b
000010614 506__ $$arestricted
000010614 520__ $$2eng$$aIn spite of the high seismicity of the country, a large number of existing bridges in Mexico were designed with non seismic provisions. Then, a methodology for the seismic evaluation of these structures is proposed. The assessment procedure is divided in two stages: the first involves a general screening study for the identification of the bridges in the worst conditions of vulnerability; the second stage is a displacement based procedure based on a capacity curve obtained with a non-linear static analysis. The results obtained with the proposed methodology have been compared for existing bridges that suffered different damage levels in past earthquakes and good correlation was observed. It is expected that the procedure will contribute to mitigate the seismic hazard posed by existent bridges.

000010614 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010614 653__ $$aSeismic assessment, damage levels, damaged bridges

000010614 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010614 720__ $$aLanda-Ruiz, Laura$$iJara-Diaz, Manuel$$iJara-Guerrero, Jos M.$$iHernandez-Barrios, Hugo
000010614 8560_ $$ffischerc@itam.cas.cz
000010614 8564_ $$s799932$$uhttps://invenio.itam.cas.cz/record/10614/files/S15-049.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S15-049.
000010614 962__ $$r9324
000010614 980__ $$aPAPER