About: Shape optimization of arch and shells centreline

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An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	In the reality, a concept of „bend less shape design“ is some sort of utopian vision - bend less state is deterministically given for a certain shape of the structure and the actual load. Real load acting on the structure stochastically. If the structures cannot continuously modify the shape given to counteract the current load, bend less condition cannot be guaranteed at all times. But it is possible to estimate the long-term non-variable component of loads and adjust the shape of the centerline in order to minimize the bending effects. Practical applications and theoretical calculations show that an appropriate choice of the shape design can significantly reduce bending effect from unchangeable load and move closer to the ideal membrane structure acting. As a goal of the project the simple computational tool was created for solving 2D beam model in iterative manner while settling shape of vaults and arches to minimize bending effects of operating model loads. User must define a model load on vault with their horizontal and vertical effects. The tool is primarily intended to compensate the shape buried and non-buried arches, arch structures loaded by the single forces and search driven membrane shape. Output from the program is the field of source commands for AutoCAD that render the upper and lower surface of the structure and the axis in the local coordinate system. In the reality, a concept of „bend less shape design“ is some sort of utopian vision - bend less state is deterministically given for a certain shape of the structure and the actual load. Real load acting on the structure stochastically. If the structures cannot continuously modify the shape given to counteract the current load, bend less condition cannot be guaranteed at all times. But it is possible to estimate the long-term non-variable component of loads and adjust the shape of the centerline in order to minimize the bending effects. Practical applications and theoretical calculations show that an appropriate choice of the shape design can significantly reduce bending effect from unchangeable load and move closer to the ideal membrane structure acting. As a goal of the project the simple computational tool was created for solving 2D beam model in iterative manner while settling shape of vaults and arches to minimize bending effects of operating model loads. User must define a model load on vault with their horizontal and vertical effects. The tool is primarily intended to compensate the shape buried and non-buried arches, arch structures loaded by the single forces and search driven membrane shape. Output from the program is the field of source commands for AutoCAD that render the upper and lower surface of the structure and the axis in the local coordinate system. (en)
Title	Shape optimization of arch and shells centreline Shape optimization of arch and shells centreline (en)
skos:prefLabel	Shape optimization of arch and shells centreline Shape optimization of arch and shells centreline (en)
skos:notation	RIV/68407700:21110/13:00208066!RIV14-TA0-21110___
http://linked.open...avai/predkladatel	Fakulta stavební
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(TA01031920)
http://linked.open...vai/riv/dodaniDat	2014
http://linked.open...aciTvurceVysledku	Vráblík, Lukáš Růžička, Jakub
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	České vysoké učení technické v Praze / Fakulta stavební
http://linked.open...dnocenehoVysledku	104917
http://linked.open...ai/riv/idVysledku	RIV/68407700:21110/13:00208066
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Arch bridge; Arch; Optimization; Centerline (en)
http://linked.open.../riv/klicoveSlovo	Arch bridge Centerline Optimization Arch
http://linked.open...ontrolniKodProRIV	[BF5FF5169314]
http://linked.open...v/mistoKonaniAkce	Trogir - Split
http://linked.open...i/riv/mistoVydani	Zagreb
http://linked.open...i/riv/nazevZdroje	Arch 2013 - Proceedings of the 7th international conference on arch bridges
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	2 (xsd:int)
http://linked.open...vavai/riv/projekt	Development of advanced methods of design and bridge construction technologies of transportation infrastructure
http://linked.open...UplatneniVysledku	2013
http://linked.open...iv/tvurceVysledku	Vráblík, Lukáš Růžička, Jakub
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2013-09-02 (xsd:date)
number of pages	6 (xsd:int)
http://purl.org/ne...btex#hasPublisher	SECON-CSSE
https://schema.org/isbn	978-953-7621-16-2
http://localhost/t...ganizacniJednotka	21110

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