Využití optimalizačních metod při řešení stability ocelových konstrukcí
Abstract eng: The aim of this article is shown, how we can make more effective design of structure. It will be demonstrated on exampl of steel element, with I cross section, under pressure. The element is fixed on his bottom end and the force is on his top end. The constraint of this example is minimal number of critical force. The aim is achieve the lowest number of volume.
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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