000022025 001__ 22025
000022025 005__ 20170622131319.0
000022025 04107 $$aeng
000022025 046__ $$k2017-06-15
000022025 100__ $$aVieira, Dário
000022025 24500 $$aTUBULAR STEEL LATTICE TELECOMMUNICATION TOWERS, SUBJECTED TO WIND LOADING AND VORTEX SHEDDING

000022025 24630 $$n6.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000022025 260__ $$bNational Technical University of Athens, 2017
000022025 506__ $$arestricted
000022025 520__ $$2eng$$aThe main goal of this work was to evaluate the response of the diagonals members of steel lattice towers with circular cross-sections under the wind load determined according to the current regulation EN1991-1-4. For the purpose of this study a program in VBA using Excel was developed to evaluate the response of lattice steel towers to vortex shedding induced vibrations and possible failure due to fatigue. A design example was dealt with some possible detail.

000022025 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000022025 653__ $$alattice steel towers, wind vortex induced vibrations.

000022025 7112_ $$aCOMPDYN 2017 - 6th International Thematic Conference$$cRhodes Island (GR)$$d2017-06-15 / 2017-06-17$$gCOMPDYN2017
000022025 720__ $$aVieira, Dário$$iBarros, Rui
000022025 8560_ $$ffischerc@itam.cas.cz
000022025 8564_ $$s333525$$uhttps://invenio.itam.cas.cz/record/22025/files/20402.pdf$$yOriginal version of the author's contribution as presented on CD, section: [MS34] Vibrations, structural engineering and control systems
.
000022025 962__ $$r21500
000022025 980__ $$aPAPER