000012173 001__ 12173
000012173 005__ 20141205160026.0
000012173 04107 $$aeng
000012173 046__ $$k2008-10-12
000012173 100__ $$aYan, Dongming
000012173 24500 $$aSeismic Performance Evaluation of the Bill Emerson Cable-Stayed Bridge with Measured Acceleration Records

000012173 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012173 260__ $$b
000012173 506__ $$arestricted
000012173 520__ $$2eng$$aA 3D finite element model of the Bill Emerson Cable-stayed Bridge was developed and calibrated with the measured acceleration records taken during the May 1, 2005, earthquake. Under the design earthquake scaled up from the measured rock motions at the bridge site, all cables behave elastically with a safety factor of over 2.35. The two towers behave elastically in-plane. The upper towers above cap beams also remain elastic out-of-plane, but the lower towers approach yielding.

000012173 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012173 653__ $$aCable-stayed bridge, finite element model, seismic assessment, earthquake records

000012173 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012173 720__ $$aYan, Dongming$$iChen, Genda
000012173 8560_ $$ffischerc@itam.cas.cz
000012173 8564_ $$s100345$$uhttps://invenio.itam.cas.cz/record/12173/files/05-02-0046.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-02-0046.
000012173 962__ $$r9324
000012173 980__ $$aPAPER