000002143 001__ 2143
000002143 005__ 20141118153441.0
000002143 04107 $$acze
000002143 046__ $$k2013-05-27
000002143 100__ $$aŠTĚPÁNEK, Petr
000002143 24500 $$aDETERMINISTIC AND PROBABILISTIC DESIGN OF CONCRETE STRUCTURES -ENVIRONMENTAL ASPECTS

000002143 24630 $$n1.$$pProceedings of the First International Conference on Concrete Sustainability
000002143 260__ $$bJapan Concrete Institute, Tokyo
000002143 506__ $$arestricted
000002143 520__ $$2eng$$aThis contribution describes a comparison of the concrete structure design results obtained via the partial reliability factor method and using the fully probabilistic method. The Monte Carlo simulation method, modified by the Latin Hypercube Sampling (LHS) method, was used for the calculation of the reliability of a designed structure. Economic and ecological aspects (acquisition costs, CO 2 and SO2 emissions and embodied energy associated with the concrete member production stage, the utilization and operation stage, and demolition) were taken into account when assessing the quality of the design. A design example – a prestressed spun concrete pole manufactured from reinforced concrete – is presented.

000002143 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000002143 653__ $$aoptimization, deterministic optimization, reliability based optimization, concrete structure design

000002143 7112_ $$aFirst International Conference on Concrete Sustainability$$cTokyo (JP)$$d2013-05-27 / 2013-05-29$$gICCS13
000002143 720__ $$aŠTĚPÁNEK, Petr$$iŠIMŮNEK, Petr$$iLANÍKOVÁ, Ivana
000002143 8560_ $$ffischerc@itam.cas.cz
000002143 8564_ $$s903613$$uhttp://invenio.itam.cas.cz/record/2143/files/S2-6-1.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000002143 962__ $$r2053
000002143 980__ $$aPAPER