Stack structure response under wind and technical seismicity effects

Abstract eng:
The paper is concerned with the verification analysis of the wind and technical seismicity response of a power plant stack structure. During two weeks the actual history of dynamic response of structure and direction and intensity of actual wind load was measured, reported and processed by computer. The resulting data were used for the verification of design stage data of structure, with natural frequencies and modes assumed by the design and with the dominant effect of technical seismicity on the site. In conclusion the standard requirements are compared with the actual results of measurements and their expansion to the design load.

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