Analysis of a Crane Runway Failure

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F17%3A10236841" target="_blank" >RIV/61989100:27120/17:10236841 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.1016/j.proeng.2017.05.335" target="_blank" >http://dx.doi.org/10.1016/j.proeng.2017.05.335</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1016/j.proeng.2017.05.335" target="_blank" >10.1016/j.proeng.2017.05.335</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Analysis of a Crane Runway Failure

Popis výsledku v původním jazyce

In recent years the pressure on economy of design for all civil engineering structures has been more and more increasing. In case of steel structures cost saving measures have led to reduction of their own weight and thus as well to their total stiffness. Insufficiently rigid structures are usually influenced by unfavorable effects, which some of them cannot be anticipated at the beginning of their design. In these cases less or more important failures occur. An example of such failures is a two bay industrial steel hall equipped by four runway cranes. Operation of these cranes have caused failures of load bearing joints. The object of this paper is analysis of cause of failure of this structure.

Název v anglickém jazyce

Analysis of a Crane Runway Failure

Popis výsledku anglicky

In recent years the pressure on economy of design for all civil engineering structures has been more and more increasing. In case of steel structures cost saving measures have led to reduction of their own weight and thus as well to their total stiffness. Insufficiently rigid structures are usually influenced by unfavorable effects, which some of them cannot be anticipated at the beginning of their design. In these cases less or more important failures occur. An example of such failures is a two bay industrial steel hall equipped by four runway cranes. Operation of these cranes have caused failures of load bearing joints. The object of this paper is analysis of cause of failure of this structure.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2017

Kód důvěrnosti údajů

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

Název statě ve sborníku

Structural and Physical Aspects of Construction Engineering: 3rd international conference : November 9-11, 2016, High Tatras, Slovakia

ISBN

978-80-553-2643-6

ISSN

—

e-ISSN

neuvedeno

Počet stran výsledku

8

Strana od-do

255-262

Název nakladatele

Technical University of Košice

Místo vydání

Košice

Místo konání akce

Vysoké Tatry

Datum konání akce

9. 11. 2016

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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