#Response_Spectrum_Analysis #IS_Code #Time_Period
Along with detailed explanation this part covers –
1. Calculating building time period,
2. Define Modal Case,
3. Define Response Spectrum load case,
4. Calculation of Scale Factor for Acceleration to match Dynamic base shear with Static Base Shear.
#Correction : The Area of wall calculation in Time Period Calculation will be =Length X width of wall, Not “Length X Storey Height”. As it is Cross sectional area of wall.
Next part will be uploaded soon in sha Allah.
Join as member to get resources used in the tutorial. To be member click the link given below- https://www.youtube.com/channel/UCXOfA490FIK8QZkon2Do6CA/join
————————————–
Related Tags:
Calculate building time period,horizontal acceleration for Response Spectrum,Scale Factor for Response Spectrum Acceleration,match Dynamic base shear with Static Base Shear,Static Base Shear,Dynamic base shear,Modal Case,Response Spectra Analysis,Response Spectrum Analysis,IS Code,Time Period,building time period,Response Spectrum Analysis in Etabs,Etabs v18,csi etabs,Modal Analysis
#Click Here To Subscribe the Channel: https://www.youtube.com/c/decodebd?sub_confirmation=1
#Checkout all playlists:
—————————————————————————
LOVE YOU ALL MY VIEWERS & SUBSCRIBERS .
—————————————————————————
source