A Column System with Articulated Joints and Elastically Embedded Diaphragms

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F15%3A00237068" target="_blank" >RIV/68407700:21110/15:00237068 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/68407700:21610/15:00237068 RIV/68378297:_____/15:00460055

Výsledek na webu

<a href="https://www.isec-society.org/ISEC_PRESS/ISEC_08/html/St-49.xml" target="_blank" >https://www.isec-society.org/ISEC_PRESS/ISEC_08/html/St-49.xml</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.14455/ISEC.res.2015.161" target="_blank" >10.14455/ISEC.res.2015.161</a>

Jazyk výsledku

angličtina

Název v původním jazyce

A Column System with Articulated Joints and Elastically Embedded Diaphragms

Popis výsledku v původním jazyce

The spatial stability and controlled dynamic characteristics of an articulated precast column system are secured by thin-walled reinforced concrete diaphragms elastically embedded in some bays by means of special damping bearings. The intensity and the range of the load-bearing system’s response to dynamic (e.g. seismic) effects and vibrations are achieved by the stiffness adjustment of damping bearings. The stiffness of damping bearings may also be adjusted during exploitation. The designed structure with an elastically embedded diaphragm has been exposed to dynamic testing whose results are presented in the article. Another significant characteristic of the precast structure is its dry assembly and potential disassembly and relocation to another site. The experimental and theoretic analyses performed have confirmed the assumptions for the system’s application in areas with the occurrence of natural seismicity.

Název v anglickém jazyce

A Column System with Articulated Joints and Elastically Embedded Diaphragms

Popis výsledku anglicky

The spatial stability and controlled dynamic characteristics of an articulated precast column system are secured by thin-walled reinforced concrete diaphragms elastically embedded in some bays by means of special damping bearings. The intensity and the range of the load-bearing system’s response to dynamic (e.g. seismic) effects and vibrations are achieved by the stiffness adjustment of damping bearings. The stiffness of damping bearings may also be adjusted during exploitation. The designed structure with an elastically embedded diaphragm has been exposed to dynamic testing whose results are presented in the article. Another significant characteristic of the precast structure is its dry assembly and potential disassembly and relocation to another site. The experimental and theoretic analyses performed have confirmed the assumptions for the system’s application in areas with the occurrence of natural seismicity.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/TA02010837" target="_blank" >TA02010837: Víceúčelový demontovatelný železobetonový prefabrikovaný stavební systém s řízenými vlastnostmi styků a možností opakovaného využití</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2015

Kód důvěrnosti údajů

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

Název statě ve sborníku

Implementing Innovative Ideas in Structural Engineering and Project Management

ISBN

978-0-9960437-1-7

ISSN

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e-ISSN

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Počet stran výsledku

6

Strana od-do

67-72

Název nakladatele

ISEC Press

Místo vydání

Fargo

Místo konání akce

Sydney

Datum konání akce

23. 11. 2015

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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