STUDY ON SHEAR CONNECTION OF BRIDGE STEEL TRUSS AND CONCRETE SLAB DECK

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F17%3A00220737" target="_blank" >RIV/68407700:21110/17:00220737 - isvavai.cz</a>
Result on the web
<a href="http://www.tandfonline.com/loi/tcem20" target="_blank" >http://www.tandfonline.com/loi/tcem20</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.3846/13923730.2014.976258" target="_blank" >10.3846/13923730.2014.976258</a>

Result language
angličtina
Original language name
STUDY ON SHEAR CONNECTION OF BRIDGE STEEL TRUSS AND CONCRETE SLAB DECK
Original language description
Longitudinal shear flow in the connection of a bridge steel truss upper chord and a concrete bridge slab is studied both in elastic and plastic stages. Simple approximate 2D elastic frame modelling was suggested for extensive parametric studies. The study covers various loadings including the design loading of bridges and demonstrates importance of rigidity of the shear connection, rigidity of an upper steel truss chord and rigidity of a concrete deck. Resulting recommendations for a practical design are presented.
Czech name
—
Czech description
—

Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
—
OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering

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
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Similar results(10)