000001381 001__ 1381
000001381 005__ 20141118153509.0
000001381 04107 $$acze
000001381 046__ $$k2003-05-12
000001381 100__ $$aMakovička, D.
000001381 24500 $$aStack structure response under wind and technical seismicity effects

000001381 24630 $$n9.$$pEngineering Mechanics 2003
000001381 260__ $$bInstitute of Theoretical and Applied Mechanics AS CR, Prague
000001381 506__ $$arestricted
000001381 520__ $$2eng$$aThe 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.

000001381 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000001381 653__ $$a

000001381 7112_ $$aEngineering Mechanics 2003$$cSvratka (CZ)$$d2003-05-12 / 2003-05-15$$gEM2003
000001381 720__ $$aMakovička, D.$$iMakovička, D. jun.$$iKrál, J.
000001381 8560_ $$ffischerc@itam.cas.cz
000001381 8564_ $$s713311$$uhttps://invenio.itam.cas.cz/record/1381/files/102-Daniel-Makovicka-PT.pdf$$y
             Original version of the author's contribution as presented on CD, DYN.
            
000001381 962__ $$r971
000001381 980__ $$aPAPER