Optimum Design of Composite Steel Igirder Bridges

dc.contributor.author	Ülker, Fatma
dc.contributor.author	İnce, Ragıp
dc.contributor.organization	Ministry of Forestry and Water Management, Ankara, Turkey	en
dc.contributor.organization	Fırat University, Elazığ, Turkey	en
dc.date.accessioned	2018-09-27T13:30:36Z
dc.date.available	2018-09-27T13:30:36Z
dc.date.issued	2018
dc.description.abstract	In this study, the analysis and optimum design of composite steel I-Girder straight bridges were performed by CSiBridge package program. Optimum design of the bridge is made according to the AASHTO LRFD specification. The HL-93 truck in the AASHTO specification is considered as vehicle load. Two-span composite steel I-girder bridge was optimized for the application. The results obtained here are compared with the results of conventional bridge solutions.	en
dc.identifier.uri	https://open.icm.edu.pl/handle/123456789/15840
dc.language.iso	en
dc.publisher	BGJ Consulting	en
dc.rights	Uznanie autorstwa-Użycie niekomercyjne-Na tych samych warunkach 3.0 Polska	*
dc.rights.uri	http://creativecommons.org/licenses/by-nc-sa/3.0/pl/	*
dc.subject	bridge design	en
dc.subject	AASHTO LRFD	en
dc.subject	optimum design	en
dc.subject	steel girder	en
dc.title	Optimum Design of Composite Steel Igirder Bridges	en
dc.type	article	en