000003720 001__ 3720
000003720 005__ 20141118153349.0
000003720 04107 $$acze
000003720 046__ $$k2008-05-12
000003720 100__ $$aBenčat, J.
000003720 24500 $$aDYNAMIC ANALYSIS OF TUBULAR STEEL WATER TANK TOWER

000003720 24630 $$n14$$pEngineering Mechanics 2008
000003720 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Brno
000003720 506__ $$arestricted
000003720 520__ $$2eng$$aThe water tanks belong to structures that should be verified with regard to their wind and earthquake response and resistance. The progress in development of new National and International Standards activates verifications of analytical models, design and execution of new and existing structures. The rules for the design of steel structure and its details are included in Eurocode 3. The design procedure includes also the dynamic analysis of the respective structure. In order to create the appropriate amount of data and limit statements necessary for simplified or more sophisticated analytical models, any knowledge of actual existing structure dynamic behavior is welcome.

000003720 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000003720 653__ $$a

000003720 7112_ $$aEngineering Mechanics 2008$$cSvratka (CZ)$$d2008-05-12 / 2008-05-15$$gEM2008
000003720 720__ $$aBenčat, J.$$iHrvol, M.$$iCibulka, M.
000003720 8560_ $$ffischerc@itam.cas.cz
000003720 8564_ $$s968816$$uhttps://invenio.itam.cas.cz/record/3720/files/Bencat_1_FT.pdf$$y
             Original version of the author's contribution as presented on CD, , page 47.
            
000003720 962__ $$r3717
000003720 980__ $$aPAPER