Efekt příčného vyztužení ve sloupech

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F02%3A01077029" target="_blank" >RIV/68407700:21110/02:01077029 - 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

Efekt příčného vyztužení ve sloupech

Original language description

This paper deals with the behavior of eccentrically compressed reinforced concrete columns. Not only the loadcarrying capacity, but mainly post-peak behavior (i.e. ductility), size and shape of the damage zone is studied. The investigation is focused onthese parameters with respect to the different lateral reinforced in a column. The question of sufficient ductility in the framework of the overall structural collapse is discussed

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

JM - Structural engineering

OECD FORD branch

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Project

<a href="/en/project/GA103%2F02%2F1273" target="_blank" >GA103/02/1273: Verification of 3D computational model of reinforced concrete columns by performing experimental investigation of confinement effect</a><br>

Continuities

Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year

2002

Confidentiality

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

Article name in the collection

Experimental Stress Analysis

ISBN

80-01-02547-0

ISSN

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e-ISSN

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Number of pages

4

Pages from-to

181-184

Publisher name

Asociace strojních inženýrů

Place of publication

Praha

Event location

Praha

Event date

Jun 3, 2002

Type of event by nationality

EUR - Evropská akce

UT code for WoS article

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