000010412 001__ 10412
000010412 005__ 20141205155724.0
000010412 04107 $$aeng
000010412 046__ $$k2008-10-12
000010412 100__ $$aJuarez, Miguel M.
000010412 24500 $$aAmbient Vibration Tests Used to Evaluate Seismic Properties of a Mexican Concrete Dam

000010412 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010412 260__ $$b
000010412 506__ $$arestricted
000010412 520__ $$2eng$$aNew ways of constructing structures are found every day, but also ways in which they are analyzed or modeled, to obtain an ideal behavior or nearer to the reality in case of an external excitement produced either by natural, or accidental phenomena, being earthquakes one of the most important to take into account. For the study of the behavior of a massive structure, like a dam, there have been adopted ambient vibration tests as a good method of study; It is a trustworthy, economical, suitable method that provides good information on seismic response. It is also an efficient method to review or adjust the mathematical model of the structure. This work reports the preliminary results of the study of Ensenada’s dam: “Emilio López Zamora”, located, at Northwest of Mexico, It is in a high risk earthquake zone, so a seismic response study is needed. For this purpose, ambient vibration as source of excitement and several arrays of sensors have been used and processing and interpretation of data used to obtain results about structure and soil.

000010412 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010412 653__ $$aambient vibration, seismic study, accelerometers, concrete dam

000010412 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010412 720__ $$aJuarez, Miguel M.$$iEspinoza, Fortunato$$iHuerta, Carlos I.$$iMárquez, América Reynaga$$iGonzález, Esmeralda Ramírez$$iAdrián, González Ortega José
000010412 8560_ $$ffischerc@itam.cas.cz
000010412 8564_ $$s1514064$$uhttps://invenio.itam.cas.cz/record/10412/files/S13-025.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S13-025.
000010412 962__ $$r9324
000010412 980__ $$aPAPER