Study of bearing capacity of support connection of thin-walled roof purlins Z350

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F19%3A10242632" target="_blank" >RIV/61989100:27120/19:10242632 - isvavai.cz</a>

Výsledek na webu

<a href="https://aip.scitation.org/doi/abs/10.1063/1.5114115" target="_blank" >https://aip.scitation.org/doi/abs/10.1063/1.5114115</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1063/1.5114115" target="_blank" >10.1063/1.5114115</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Study of bearing capacity of support connection of thin-walled roof purlins Z350

Popis výsledku v původním jazyce

The article deals with the laboratory testing of the connection of thin-walled purlins and support structures. The purlins are made of two Z-profiles. The results presented are part of the research of large-scale halls. For this type of construction applications of the thin-walled purlins of higher heights is recommended. Hence, the article focuses on the Z-profile of 350 mm height. The behaviour of the higher thin-walled purlins is significantly influenced by different types of joints, geometric properties and a small number of the laboratory tests. The main aim of the article is a demonstration of the parametric studies of the specific series of experiments. The experiment results are presented in the context of the current design code. Measured values are compared with the interaction (M/R) diagrams. (C) 2019 Author(s).

Název v anglickém jazyce

Study of bearing capacity of support connection of thin-walled roof purlins Z350

Popis výsledku anglicky

The article deals with the laboratory testing of the connection of thin-walled purlins and support structures. The purlins are made of two Z-profiles. The results presented are part of the research of large-scale halls. For this type of construction applications of the thin-walled purlins of higher heights is recommended. Hence, the article focuses on the Z-profile of 350 mm height. The behaviour of the higher thin-walled purlins is significantly influenced by different types of joints, geometric properties and a small number of the laboratory tests. The main aim of the article is a demonstration of the parametric studies of the specific series of experiments. The experiment results are presented in the context of the current design code. Measured values are compared with the interaction (M/R) diagrams. (C) 2019 Author(s).

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2019

Kód důvěrnosti údajů

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

Název statě ve sborníku

AIP Conference Proceedings. Volume 2116

ISBN

978-0-7354-1854-7

ISSN

0094-243X

e-ISSN

1551-7616

Počet stran výsledku

4

Strana od-do

4

Název nakladatele

American Institute of Physics

Místo vydání

Melville

Místo konání akce

Rhodos

Datum konání akce

13. 9. 2018

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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