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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F14%3A00218016%21RIV15-MSM-21110___
rdf:type
skos:Concept n14:Vysledek
dcterms:description
Experimental investigation of a steel tube arch acting as a supporting internal element of textile membrane roofing together with preliminary numerical analysis is presented. Stabilizing effect of the membrane on load carrying capacity of the supporting structure is of the primary interest. While such structures are becoming frequent, complex analysis of membrane structures in interaction with steel structure (carbon/stainless steel perimeter or supporting elements) is rather demanding. To compare theoretical assumptions and results with reality, the model of a concert stage covered by fabric membrane and supported by arches was tested in laboratory and verified by numerical analysis. The model of reasonable size was created and tested to clarify the effect of the membrane on arch stability/deflection. Form of the structure was developed with help of form-finding software based on force-density method while prestressing and membrane stresses were received using SOFiSTiK software. Arrangement, membrane prestressing, loading steps and test evaluation is described in a detail. Finally preliminary theoretical arch assessment and test results are presented. Experimental investigation of a steel tube arch acting as a supporting internal element of textile membrane roofing together with preliminary numerical analysis is presented. Stabilizing effect of the membrane on load carrying capacity of the supporting structure is of the primary interest. While such structures are becoming frequent, complex analysis of membrane structures in interaction with steel structure (carbon/stainless steel perimeter or supporting elements) is rather demanding. To compare theoretical assumptions and results with reality, the model of a concert stage covered by fabric membrane and supported by arches was tested in laboratory and verified by numerical analysis. The model of reasonable size was created and tested to clarify the effect of the membrane on arch stability/deflection. Form of the structure was developed with help of form-finding software based on force-density method while prestressing and membrane stresses were received using SOFiSTiK software. Arrangement, membrane prestressing, loading steps and test evaluation is described in a detail. Finally preliminary theoretical arch assessment and test results are presented.
dcterms:title
Stabilization Effect of a Textile Membrane on Steel Tube Supporting Arch Stabilization Effect of a Textile Membrane on Steel Tube Supporting Arch
skos:prefLabel
Stabilization Effect of a Textile Membrane on Steel Tube Supporting Arch Stabilization Effect of a Textile Membrane on Steel Tube Supporting Arch
skos:notation
RIV/68407700:21110/14:00218016!RIV15-MSM-21110___
n3:aktivita
n11:S n11:P
n3:aktivity
P(GA13-25781S), S
n3:dodaniDat
n15:2015
n3:domaciTvurceVysledku
n4:8409870 n4:9107665
n3:druhVysledku
n19:D
n3:duvernostUdaju
n6:S
n3:entitaPredkladatele
n20:predkladatel
n3:idSjednocenehoVysledku
46981
n3:idVysledku
RIV/68407700:21110/14:00218016
n3:jazykVysledku
n17:eng
n3:klicovaSlova
Experimental verification; Textile membrane; Steel arch; Stability; Prestressing
n3:klicoveSlovo
n8:Textile%20membrane n8:Stability n8:Experimental%20verification n8:Steel%20arch n8:Prestressing
n3:kontrolniKodProRIV
[CF8C47BA168C]
n3:mistoKonaniAkce
Praha
n3:mistoVydani
Singapore
n3:nazevZdroje
Proceedings of the 12th International Conference on Steel, Space and Composite Structures
n3:obor
n18:JN
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
2
n3:projekt
n9:GA13-25781S
n3:rokUplatneniVysledku
n15:2014
n3:tvurceVysledku
Svoboda, Ondřej Macháček, Josef
n3:typAkce
n13:EUR
n3:zahajeniAkce
2014-05-28+02:00
s:numberOfPages
7
n10:hasPublisher
CI-PREMIERE PTE LTD
n16:isbn
978-981-09-0077-9
n21:organizacniJednotka
21110