Large mat foundations are usually modeled using plate elements and the boundary conditions at soil – foundation/structure interface is idealized using winkler springs assigned with sub-grade modulus of soil (using plate mat with compression only springs in STAADPro to establish and take into...
Dear All
Greetings !!
I am analyzing a Table Top Foundation for Steam Turbo-Generator.
Steady State harmonic analysis in Frequency domain is being carried out using SAP2000 software for vibration response.
For the analysis of the equipment, the equipment supplier has asked for dynamic...
thread801-360032
Dear All
In continuation to the above listed thread. I am encountering another problem while performing response spectrum in SAP2000
I am analysing a Mat foundation in SAP
DF is a load case with Dead load and SY is for response spectrum in Orthogonal Y direction. However the...
