MIDAS CIVIL Dynamic Analysis Response Spectrum Pushover Analysis SDOF system Spectral Acceleration Pushover Hinge FEMA 356 ATC 40 Capacity / Demand curve Field_Bridge Category_Knowledge Structure Type_Bridge Design Code_Eurocode
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MIDAS CIVIL Dynamic Analysis Response Spectrum Pushover Analysis SDOF system Spectral Acceleration Pushover Hinge FEMA 356 ATC 40 Capacity / Demand curve Field_Bridge Category_Knowledge Structure Type_Bridge Design Code_Eurocode
MIDAS CIVIL Dynamic Analysis Bridge Insight Cable Stayed Bridges Response Spectrum Fan Cable Stayed Bridge Unknown Load Factor Cable Stiffness Semi-Fan Cable Stayed Bridge Harp Cable Stayed Bridge Arrangement of Cable System Field_Bridge Category_Knowledge Category_How-to Structure Type_Bridge Design Code_Eurocode
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While modeling cable-stayed bridges, the different types of cable arrangements such as Fan, Semi-Fan, and Harp type is often considered. Since they vary in cable arrangement, the pretension in the cables is different and the deflection, bending moment, and stresses vary in the bridge. It then becomes prudent to choose the best arrangement for a more optimized design leading to lesser cost and increased safety.
In this article, we present, in a concise way, the modeling of a Cable-Stayed Bridge in midas civil with three different cable arrangements. Furthermore, Response Spectrum analysis is carried out on the models to study the Dynamic Responses of the three arrangements.
MIDAS CIVIL Bridge Design Case Study Steel Composite Bridges Structural Analysis Bridge Modeling Moving Load Analysis Traffic Loads Construction Stage Analysis Structural Design Time Dependent Material Properties Response Spectrum Field_Bridge Category_Case Study Structure Type_Bridge Design Code_BS