000012661 001__ 12661
000012661 005__ 20160920162636.0
000012661 04107 $$aeng
000012661 046__ $$k2016-09-05
000012661 100__ $$aKatz, C.
000012661 24500 $$aWind on bridges in the time domain

000012661 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012661 260__ $$bTaylor and Francis Group, London, UK
000012661 506__ $$arestricted
000012661 520__ $$2eng$$aThe analysis of bridges due to dynamic wind loading in the time domain is a feature which is not used very often, but has large benefits if nonlinear structural or aerodynamic effects have to be accounted for. This paper compares the results of such an analysis with an advanced analysis in the frequency domain for a construction stage of a bridge where multiple eigenforms are important.

000012661 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012661 653__ $$a

000012661 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012661 720__ $$aKatz, C.
000012661 8560_ $$ffischerc@itam.cas.cz
000012661 8564_ $$s2020901$$uhttps://invenio.itam.cas.cz/record/12661/files/109.pdf$$yOriginal version of the author's contribution as presented on CD, 109.pdf.
000012661 962__ $$r12552
000012661 980__ $$aPAPER