000012683 001__ 12683
000012683 005__ 20160920162637.0
000012683 04107 $$aeng
000012683 046__ $$k2016-09-05
000012683 100__ $$aJun, D.
000012683 24500 $$aRecent large cooling towers with special emphasis on buckling safety

000012683 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012683 260__ $$bTaylor and Francis Group, London, UK
000012683 506__ $$arestricted
000012683 520__ $$2eng$$aLarge Natural Draft Cooling Towers (NDCTs) are inevitable components of modern thermal power stations. In order to increase the plant efficiencies, and to reduce CO2-emissions, power plants worldwide grew considerably in size, (Krätzig et al. 2009) and so did their NDCTs, see Fig. 1. This draws a series of design problems for these shell structures into the foreground, about which the lecture will report: Since transportation of fresh concrete onto greater heights increases costs with altitude, wall thicknesses of large NDCTs are minimized, such that buckling safety requires increasing attention (Krätzig et al. 2014). Durability of the tower shell and its supports becomes much more important for large cooling towers, because long enduring interruptions of power production for possible rehabilitation works are completely out of question (Jun et al. 2015).

000012683 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012683 653__ $$a

000012683 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012683 720__ $$aJun, D.$$iHarte, R.$$iAndres, M.$$iKrätzig, W.B.$$iWörmann, R.
000012683 8560_ $$ffischerc@itam.cas.cz
000012683 8564_ $$s3214716$$uhttps://invenio.itam.cas.cz/record/12683/files/131.pdf$$yOriginal version of the author's contribution as presented on CD, 131.pdf.
000012683 962__ $$r12552
000012683 980__ $$aPAPER