Verification of flexural behavior and simplified modeling of steel-concrete composite bridge

dc.contributor.author	Odrobiňák, Jaroslav
dc.date.accessioned	2016-03-04T10:09:07Z
dc.date.available	2016-03-04T10:09:07Z
dc.date.issued	2014
dc.description.abstract	An experimental verification of actual flexural behavior of composite steel-concrete girder bridge is presented. The comparison of the experimentally obtained values with the values calculated using suitable computational model is also given in the paper. Introduction of changes in stiffness of concrete slab due to concrete cracking into the global analysis is discussed, too.	cs
dc.format.extent	1079029 bytes
dc.format.mimetype	application/pdf
dc.identifier.citation	Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2014, roč. 14, č. 1, s. 43-50 : il.	cs
dc.identifier.issn	1213-1962	cs
dc.identifier.uri	http://hdl.handle.net/10084/111312
dc.language.iso	en	cs
dc.publisher	Vysoká škola báňská - Technická univerzita Ostrava	cs
dc.relation.ispartofseries	Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební	cs
dc.rights	© Vysoká škola báňská - Technická univerzita Ostrava	cs
dc.rights.access	openAccess
dc.title	Verification of flexural behavior and simplified modeling of steel-concrete composite bridge	cs
dc.type	article	cs
dc.type.status	Peer-reviewed	cs
dc.type.version	publishedVersion	cs

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