Odezva nádrže na seizmické zatížení
Abstract eng: This paper is aimed for researching dynamic response of steel tank under the seismic load. For description of tank’s behavior the finite element model in ANSYS software has been prepared. Several computational models have been made according to type of subsoil models (rigid and elastic). Fluid-structure interaction is taken into account. When loading the computational model with seismic movement of subsoil, which is defined by recorded data, response was obtained either by integration of equation of motion or solving the spectrum analysis.
Contributors:
Publisher:
Slovak University of Technology in Bratislava, Faculty of Civil Engineering, 2008
Conference Title:
Conference Title:
International Scientific Conference 70 Years of FCE STU
Conference Venue:
Bratislava (SK)
Conference Dates:
2008-12-04 / 2008-12-05
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-11-05, last modified 2014-11-18
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