Application of Strut-and-tie model on Eccentric Columns

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F11%3A00177272" target="_blank" >RIV/68407700:21110/11:00177272 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Application of Strut-and-tie model on Eccentric Columns

Original language description

The popular strut-and-tie model is currently defined by EC2 as a standard tool for simple structures. This paper explores the possibility of application of the strut-and-tie model on more complex structures, specifically on the eccentric columns. Comparison with full numerical simulation shows that the strut-and-tie model can correctly predict the maximum bearing capacity. The optimization of structure cost associated with the optimization of the strut-and-tie model topology is demonstrated to remain simple even for the complex case of eccentric columns. The practical optimum design of reinforcement using the strut-and-tie model is also presented.

Czech name

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Czech description

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Type

J_x - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

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Continuities

Z - Vyzkumny zamer (s odkazem do CEZ)<br>S - Specificky vyzkum na vysokych skolach

Publication year

2011

Confidentiality

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

Name of the periodical

Mechanika

ISSN

1392-1207

e-ISSN

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Volume of the periodical

17

Issue of the periodical within the volume

2

Country of publishing house

LT - LITHUANIA

Number of pages

6

Pages from-to

126-131

UT code for WoS article

000290219700003

EID of the result in the Scopus database

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