Add to ORKGIn 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
Design optimization of fiber-reinforced polymeric (FRP) composite products is essential to facilitat...
Conventional continuous steel bridges only exhibit composite behavior in the positive moment region....
Conventional continuous steel bridges only exhibit composite behavior in the positive moment region....
Bridges are among very important structures in engineering, due to their rather high cost, and this ...
Bridges are among very important structures in engineering, due to their rather high cost, and this ...
Influence of different variable on the structural performance of two lane, two span, continuous comp...
Influence of different variable on the structural performance of two lane, two span, continuous comp...
2015Final ReportThe previous version of this Handbook was published as FHWA-IF-12-052 and was develo...
Girder bridges are broadly used bridge system for brief to medium span (20m to 50m) highway bridges ...
Federal Highway Administration2012PDFTech ReportBarth, Karl E.United States. Federal Highway Adminis...
Federal Highway Administration2012PDFTech ReportGrubb, Michael A.Schmidt, Robert E.United States. Fe...
This paper deals with the formulation of design optimisation of pretsressed concrete bridges. The br...
2015Final ReportThe previous version of this Handbook was published as FHWA-IF-12-052 and was develo...
According to various research papersthe design and analysis of various girders for steel and concret...
In this study, an optimum design of I-section composite girders is carried out considering meterial ...
Design optimization of fiber-reinforced polymeric (FRP) composite products is essential to facilitat...
Conventional continuous steel bridges only exhibit composite behavior in the positive moment region....
Conventional continuous steel bridges only exhibit composite behavior in the positive moment region....
Bridges are among very important structures in engineering, due to their rather high cost, and this ...
Bridges are among very important structures in engineering, due to their rather high cost, and this ...
Influence of different variable on the structural performance of two lane, two span, continuous comp...
Influence of different variable on the structural performance of two lane, two span, continuous comp...
2015Final ReportThe previous version of this Handbook was published as FHWA-IF-12-052 and was develo...
Girder bridges are broadly used bridge system for brief to medium span (20m to 50m) highway bridges ...
Federal Highway Administration2012PDFTech ReportBarth, Karl E.United States. Federal Highway Adminis...
Federal Highway Administration2012PDFTech ReportGrubb, Michael A.Schmidt, Robert E.United States. Fe...
This paper deals with the formulation of design optimisation of pretsressed concrete bridges. The br...
2015Final ReportThe previous version of this Handbook was published as FHWA-IF-12-052 and was develo...
According to various research papersthe design and analysis of various girders for steel and concret...
In this study, an optimum design of I-section composite girders is carried out considering meterial ...
Design optimization of fiber-reinforced polymeric (FRP) composite products is essential to facilitat...
Conventional continuous steel bridges only exhibit composite behavior in the positive moment region....
Conventional continuous steel bridges only exhibit composite behavior in the positive moment region....