000009379 001__ 9379
000009379 005__ 20141205150200.0
000009379 04107 $$aeng
000009379 046__ $$k2008-10-12
000009379 100__ $$aAlbanesi, Tommaso
000009379 24500 $$aPseudo-Dynamic Tests on Repaired and Retrofitted Bridge Columns

000009379 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009379 260__ $$b
000009379 506__ $$arestricted
000009379 520__ $$2eng$$aThis research aims to study the seismic performance of existing r.c. bridge piers specimens heavily damaged after previous pseudodynamic tests and actually repaired and upgraded by using self compacting concrete, stainless steel rebars and CFRP wrapping. Pier specimens are representative of tall and squat circular r.c. piers designed according to Eurocode 8 and Italian Code before 1986. The study comprehends preliminary tests carried out on self compacting concrete and stainless steel bars, as well as pseudodynamic tests in order to evaluate the effectiveness of adopted repairing and upgrading techniques to increase both ductility and shear strength.

000009379 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009379 653__ $$aSelf compacting concrete, stainless steel, FRP, bridge piers, pseudodynamic test.

000009379 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009379 720__ $$aAlbanesi, Tommaso$$iLavorato, Davide$$iNuti, Camillo$$iSantini, Silvia
000009379 8560_ $$ffischerc@itam.cas.cz
000009379 8564_ $$s282765$$uhttps://invenio.itam.cas.cz/record/9379/files/12-01-0172.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0172.
000009379 962__ $$r9324
000009379 980__ $$aPAPER