In SAP2000 you can obtain input energy from Display/Show Plot Functions. If you want to calculate it by yourself you can compute it as the cumulative sum of the product of the base shear and the ground displacement
Don't use it. As I said in the video, the only purpose was to show you an important nonlinear behavior. Without that factor, the structure remained mostly linear
@@claudio_sepulveda Thanks for your reply In my model plastic hinges do not appear, so I should multiply earthquake by scale to show hinges or not and how it can be calculated?
@@abdulhakeemmohammed3956 This was just a pedagogical example. If plastic hinges don't show up in your model, it's ok. If you want to see them, you can include an additional factor for the ground motion. In the case of this example I chose a factor just from "try and error"
44:00 Pushover Load Case
Thank you for this informative video. A video with information needed for my homework. I wish you continued work.
How can I calculate Steffniss, Damping Coefficient, and Damping exponent for Lead Rubber damping?
1:40:50
Sir l am getting status as 'not finished '.Could you please help me to find out the solution
how can i calculate inpute energy?
In SAP2000 you can obtain input energy from Display/Show Plot Functions. If you want to calculate it by yourself you can compute it as the cumulative sum of the product of the base shear and the ground displacement
can I get the el centro recorder file Sir? Thank you
www.dropbox.com/s/jqfdp8u8irrvlvg/Imperial_Valley.AT2?dl=0
why scale factor of time history (9.81)multiply with 2.2
Don't use it. As I said in the video, the only purpose was to show you an important nonlinear behavior. Without that factor, the structure remained mostly linear
@@claudio_sepulveda Thanks for your reply
In my model plastic hinges do not appear, so I should multiply earthquake by scale to show hinges or not and how it can be calculated?
@@abdulhakeemmohammed3956 This was just a pedagogical example. If plastic hinges don't show up in your model, it's ok. If you want to see them, you can include an additional factor for the ground motion. In the case of this example I chose a factor just from "try and error"
@@claudio_sepulveda Thanks