TUBULAR STEEL LATTICE TELECOMMUNICATION TOWERS, SUBJECTED TO WIND LOADING AND VORTEX SHEDDING
Abstract eng: The 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.
Contributors:
Publisher:
National Technical University of Athens, 2017
Conference Title:
Conference Title:
COMPDYN 2017 - 6th International Thematic Conference
Conference Venue:
Rhodes Island (GR)
Conference Dates:
2017-06-15 / 2017-06-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2017-06-22, last modified 2017-06-22
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