Thanks for uploading this, it was a great presentation! Did you pass the pile vertical springs/subgrade reaction coefficients from Midas GEN / GTS NX to the structural engineers for their implementation in another structural software? Does Midas GEN have the capability to undertake structural analysis too? Are pile group effects (lateral) taken into account directly in the GTS NX models, and if so do you also provide lateral springs to the structural engineers for their model, either from the raft or the piles? Are seismic cases of concern for your building? Have you considered the effect of kinematic interaction between the foundation and the soil? Thanks!
Thanks for uploading this, it was a great presentation!
Did you pass the pile vertical springs/subgrade reaction coefficients from Midas GEN / GTS NX to the structural engineers for their implementation in another structural software? Does Midas GEN have the capability to undertake structural analysis too?
Are pile group effects (lateral) taken into account directly in the GTS NX models, and if so do you also provide lateral springs to the structural engineers for their model, either from the raft or the piles?
Are seismic cases of concern for your building? Have you considered the effect of kinematic interaction between the foundation and the soil?
Thanks!