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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F13%3A00208067%21RIV14-TA0-21110___
rdf:type
n10:Vysledek skos:Concept
dcterms: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.
dcterms:title
Shape optimization of arch and shells centreline Shape optimization of arch and shells centreline
skos:prefLabel
Shape optimization of arch and shells centreline Shape optimization of arch and shells centreline
skos:notation
RIV/68407700:21110/13:00208067!RIV14-TA0-21110___
n10:predkladatel
n19:orjk%3A21110
n3:aktivita
n16:P
n3:aktivity
P(TA01031920)
n3:dodaniDat
n20:2014
n3:domaciTvurceVysledku
n6:7333072
n3:druhVysledku
n12:D
n3:duvernostUdaju
n22:S
n3:entitaPredkladatele
n17:predkladatel
n3:idSjednocenehoVysledku
104918
n3:idVysledku
RIV/68407700:21110/13:00208067
n3:jazykVysledku
n11:eng
n3:klicovaSlova
Arch bridge; Arch; Optimization; Centerline
n3:klicoveSlovo
n15:Arch%20bridge n15:Arch n15:Centerline n15:Optimization
n3:kontrolniKodProRIV
[359918FCB513]
n3:mistoKonaniAkce
Trogir - Split
n3:mistoVydani
Zagreb
n3:nazevZdroje
Arch 2013 - Proceedings of the 7th international conference on arch bridges
n3:obor
n5:JM
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
2
n3:projekt
n18:TA01031920
n3:rokUplatneniVysledku
n20:2013
n3:tvurceVysledku
Růžička, Jakub Vráblík, Lukáš
n3:typAkce
n9:WRD
n3:zahajeniAkce
2013-09-02+02:00
s:numberOfPages
6
n14:hasPublisher
SECON-CSSE
n21:isbn
978-953-7621-17-9
n8:organizacniJednotka
21110