Hello all,
please can you tell how from applying a vertical displacement in a node we take the load needed. This is subjected to abaqus 3.2.11 Notched unreinforced concrete beam under 3-point bending (example), and i don`t understand how he came with the diagram of load- displacement figure...
I worked as Bridge engineer. For software i used SAP2000NL, i believe its the best for parametric analysis. Furthermore for calculating the modal identifacations, specially for filtering and processing mathlab was always our basic tool.
For manual calculations:
First of all in the bridges there...
