000009687 001__ 9687
000009687 005__ 20141205153144.0
000009687 04107 $$aeng
000009687 046__ $$k2008-10-12
000009687 100__ $$aChen, Genda
000009687 24500 $$aSeismic Performance Normalization of Bridges Using a Damping-Enhanced Strengthening Methodology

000009687 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009687 260__ $$b
000009687 506__ $$arestricted
000009687 520__ $$2eng$$aIn this paper, a viscoelastic layer is integrated into a fiber reinforced polymer strengthening jacket for the seismic retrofit of a three-span steel-girder bridge. The distributed damping layer is represented by a series of discrete and complex springs in the finite element model of bridge columns. Damping ensures that the bridge is operational under moderate earthquakes and strengthening mainly ensures the bridge safety under strong earthquakes. Together, they meet the multiple performance objectives under earthquakes of varying intensities.

000009687 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009687 653__ $$aViscoelastic damping, fiber reinforced polymer jacketing, performance-based design

000009687 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009687 720__ $$aChen, Genda$$iKarim, Kazi R.
000009687 8560_ $$ffischerc@itam.cas.cz
000009687 8564_ $$s149846$$uhttps://invenio.itam.cas.cz/record/9687/files/11-0044.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 11-0044.
000009687 962__ $$r9324
000009687 980__ $$aPAPER