000002216 001__ 2216
000002216 005__ 20141118153438.0
000002216 04107 $$acze
000002216 046__ $$k2013-05-27
000002216 100__ $$aLEPECH, Michael D.
000002216 24500 $$aASSESSING THE ROLE OF LIMIT STATE SELECTION IN THE DESIGN AND MAINTENANCE OF SUSTAINABLE CONCRETE STRUCTURES

000002216 24630 $$n1.$$pProceedings of the First International Conference on Concrete Sustainability
000002216 260__ $$bJapan Concrete Institute, Tokyo
000002216 506__ $$arestricted
000002216 520__ $$2eng$$aLimit states are a central component of probabilistic structural design theory. However, numerous technical limit states for the end of life can be defined for a deteriorating concrete structure ranging from the material-scale to the structural-scale. Applying a range of limits of deterioration for a concrete structure leads to an analogous range of life cycle environmental impacts. Therefore, it could be argued that the definition of an appropriate limit state for deteriorating concrete structures should be made considering both structural safety and overall sustainability. This paper numerically explores the relationship between limit state definition and concrete structure sustainability.

000002216 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000002216 653__ $$a

000002216 7112_ $$aFirst International Conference on Concrete Sustainability$$cTokyo (JP)$$d2013-05-27 / 2013-05-29$$gICCS13
000002216 720__ $$aLEPECH, Michael D.$$iSTANG, Henrik$$iGEIKER, Mette R.
000002216 8560_ $$ffischerc@itam.cas.cz
000002216 8564_ $$s3803143$$uhttp://invenio.itam.cas.cz/record/2216/files/S3-8-6.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000002216 962__ $$r2053
000002216 980__ $$aPAPER