Diagnostics of existing steel roof structures of sport stadiums

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F13%3APU104437" target="_blank" >RIV/00216305:26110/13:PU104437 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.3850/978-981-07-5354-2_St-57-155" target="_blank" >http://dx.doi.org/10.3850/978-981-07-5354-2_St-57-155</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.3850/978-981-07-5354-2_St-57-155" target="_blank" >10.3850/978-981-07-5354-2_St-57-155</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Diagnostics of existing steel roof structures of sport stadiums

Popis výsledku v původním jazyce

The paper deals with the diagnostics of steel roof structures of two winter stadiums built in 7th decade of the past century. The necessity of the diagnostics has been given by the requirement to the evaluation design of these structures, which has beencaused by the new situation in the field of the loadings given by the validity of the European Standards in the Czech Republic from 2010 year. Due to these changes in the normative rules, in practice the existing structures are gradually subjected to theevaluation design and depending on its results to the strengthening or reconstruction, respectively. The paper is focused on the diagnostics of two steel roof structures: (i) the spatial truss grid and (ii) the member structure composed of the plane truss main girders, purlins and bracings. The diagnostics of these structures consisted of two parts: (i) diagnostics in situ oriented to the verification of the actual dimensions of the structural members and (ii) laboratory diagnostics ori

Název v anglickém jazyce

Diagnostics of existing steel roof structures of sport stadiums

Popis výsledku anglicky

The paper deals with the diagnostics of steel roof structures of two winter stadiums built in 7th decade of the past century. The necessity of the diagnostics has been given by the requirement to the evaluation design of these structures, which has beencaused by the new situation in the field of the loadings given by the validity of the European Standards in the Czech Republic from 2010 year. Due to these changes in the normative rules, in practice the existing structures are gradually subjected to theevaluation design and depending on its results to the strengthening or reconstruction, respectively. The paper is focused on the diagnostics of two steel roof structures: (i) the spatial truss grid and (ii) the member structure composed of the plane truss main girders, purlins and bracings. The diagnostics of these structures consisted of two parts: (i) diagnostics in situ oriented to the verification of the actual dimensions of the structural members and (ii) laboratory diagnostics ori

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/ED2.1.00%2F03.0097" target="_blank" >ED2.1.00/03.0097: AdMaS - Pokročilé stavební materiály, konstrukce a technologie</a><br>

Návaznosti

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

Rok uplatnění

2013

Kód důvěrnosti údajů

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

Název statě ve sborníku

New Developments in Structural Engineering and Construction

ISBN

981-07-5354-3

ISSN

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e-ISSN

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Počet stran výsledku

6

Strana od-do

987-992

Název nakladatele

Research Publishing Services, Singapore

Místo vydání

Singapore

Místo konání akce

Honolulu

Datum konání akce

18. 6. 2013

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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