Authors :
Manhor K, Anuradha.P.Annigeri.
Volume/Issue :
Volume 4 - 2019, Issue 6 - June
Google Scholar :
https://goo.gl/DF9R4u
Scribd :
https://bit.ly/2X1ePDQ
Abstract :
In this present study the analysis of steel dome will be carried by the use of computer software STAAD. Pro. The lamella domes and Schwedler domes will be modeled and analysis to be done by using software STAAD. Pro for different rise to span ratios for different load cases and results are compared. The domes have span of 50m, 30m and their height-to-span ratio is 1/2. Here, four domes have been analyzed statically under self-weight. Also, for earthquake loads and lwindiloads, equivalent Seismic Coefficient methods have been employed according to IS1893:2002.Various steel section were considered for different models as per IS 800-2007.
Keywords :
Steel Sections, STAAD. Pro, Braced Dome.
In this present study the analysis of steel dome will be carried by the use of computer software STAAD. Pro. The lamella domes and Schwedler domes will be modeled and analysis to be done by using software STAAD. Pro for different rise to span ratios for different load cases and results are compared. The domes have span of 50m, 30m and their height-to-span ratio is 1/2. Here, four domes have been analyzed statically under self-weight. Also, for earthquake loads and lwindiloads, equivalent Seismic Coefficient methods have been employed according to IS1893:2002.Various steel section were considered for different models as per IS 800-2007.
Keywords :
Steel Sections, STAAD. Pro, Braced Dome.
