Stabilization Effect of a Textile Membrane on Steel Tube Supporting Arch

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00218016" target="_blank" >RIV/68407700:21110/14:00218016 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Stabilization Effect of a Textile Membrane on Steel Tube Supporting Arch

Popis výsledku v původním jazyce

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 supportingstructure 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. Arran

Název v anglickém jazyce

Stabilization Effect of a Textile Membrane on Steel Tube Supporting Arch

Popis výsledku anglicky

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 supportingstructure 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. Arran

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/GA13-25781S" target="_blank" >GA13-25781S: Lokální napjatost vybraných konstrukcí.</a><br>

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2014

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Proceedings of the 12th International Conference on Steel, Space and Composite Structures

ISBN

978-981-09-0077-9

ISSN

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e-ISSN

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Počet stran výsledku

7

Strana od-do

361-367

Název nakladatele

CI-PREMIERE PTE LTD

Místo vydání

Singapore

Místo konání akce

Praha

Datum konání akce

28. 5. 2014

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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