000002220 001__ 2220
000002220 005__ 20141118153438.0
000002220 04107 $$acze
000002220 046__ $$k2013-05-27
000002220 100__ $$aLEPECH, Michael D.
000002220 24500 $$aPROBABILISTIC DESIGN FRAMEWORK FOR SUSTAINABLE CIVIL CONCRETE INFRASTRUCTURE

000002220 24630 $$n1.$$pProceedings of the First International Conference on Concrete Sustainability
000002220 260__ $$bJapan Concrete Institute, Tokyo
000002220 506__ $$arestricted
000002220 520__ $$2eng$$aThis paper presents a probabilistic framework for design of concrete structures to achieve targeted improvements in quantitative sustainability indicators. The framework, compliant with the 2010 fib Model Code requirements for environmental design, consists of concrete service life models and life cycle assessment (LCA) models. Both types of models (service life and LCA) are formulated stochastically so that the service life and time(s) to repair, as well as total sustainability impact, are described by a probability distribution. This leads to a probabilistic characterization of cumulative impacts during the service life of the structure from construction to end of life.

000002220 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000002220 653__ $$aconcrete, sustainability, service life model, repair, limit state

000002220 7112_ $$aFirst International Conference on Concrete Sustainability$$cTokyo (JP)$$d2013-05-27 / 2013-05-29$$gICCS13
000002220 720__ $$aLEPECH, Michael D.$$iSTANG, Henrik$$iGEIKER, Mette R.
000002220 8560_ $$ffischerc@itam.cas.cz
000002220 8564_ $$s4817752$$uhttp://invenio.itam.cas.cz/record/2220/files/S3-9-4.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000002220 962__ $$r2053
000002220 980__ $$aPAPER