Bridge steel truss and concrete slab deck shear connection

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00219878" target="_blank" >RIV/68407700:21110/14:00219878 - 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

Bridge steel truss and concrete slab deck shear connection

Original language description

Distribution of shear flow along connection of steel truss and concrete bridge deck is studied both in elastic and plastic stages of behaviour. The flow peaks in elastic stage above truss nodes due to local transfer of forces are crucial for design of bridges. Detailed parametrical study and recommendation for practical design are presented.

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/GA13-25781S" target="_blank" >GA13-25781S: Local state of stress in selected structures.</a><br>

Continuities

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

Publication year

2014

Confidentiality

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

Article name in the collection

Eurosteel 2014

ISBN

978-92-9147-121-8

ISSN

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e-ISSN

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Number of pages

2

Pages from-to

703-704

Publisher name

ECCS European Convention for Constructional Steelwork

Place of publication

Brussels

Event location

Neapol

Event date

Sep 10, 2014

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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