000002187 001__ 2187
000002187 005__ 20141118153439.0
000002187 04107 $$acze
000002187 046__ $$k2013-05-27
000002187 100__ $$aZAKI, Adel. R.
000002187 24500 $$aSUSTAINABLE REHABILITATION OF THE PRINCESS MARGARET BRIDGE

000002187 24630 $$n1.$$pProceedings of the First International Conference on Concrete Sustainability
000002187 260__ $$bJapan Concrete Institute, Tokyo
000002187 506__ $$arestricted
000002187 520__ $$2eng$$aThis paper describes the sustainable aspects for a major bridge rehabilitation through an innovative structural system. To meet this challenge, the design team has selected a system of precast prestressed high performance concrete deck panels that are composite with the steel trusses. The strategy for extending the service life of the bridge was achieved through the use of high performance materials and innovative design that translate to a less construction time and energy spent on future maintenance. The paper highlights also the development of a novel composite system that has the potential to be highly sustainable due to a lower amount of structural steel strengthening.

000002187 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000002187 653__ $$abridge rehabilitation, composite action, prestressed concrete, service life and encapsulation

000002187 7112_ $$aFirst International Conference on Concrete Sustainability$$cTokyo (JP)$$d2013-05-27 / 2013-05-29$$gICCS13
000002187 720__ $$aZAKI, Adel. R.$$iTADROS, Maher K.$$iGIRGIS, Amgad F.
000002187 8560_ $$ffischerc@itam.cas.cz
000002187 8564_ $$s1239598$$uhttp://invenio.itam.cas.cz/record/2187/files/S3-4-1.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000002187 962__ $$r2053
000002187 980__ $$aPAPER