| Soil-Pile-Structure Interaction ► Single pile or pile group ► Variable pile cross-sections ► Automatic subdivision of piles based on pile cross-section and number of soil layers ► Automatic calculation of Mindlin coefficients for pile groups ► Automatic generation of P-Y and T-Z curves ► Efficient nonlinear solution for soil-pile-structure interactions via superelement approach ► Stress recovery to structural elements following convergence ► Tangent and secant stiffness methods for iterating with nonlinear P-Y and T-Z curves for soil ► Skewed system option for constraints or loading ► Non-tubular cross-sections and tubes within tubes ► Linearized pile cap stiffness option Spectral Fatigue ► Tubular framed structures subject to waves and current or wind including wind gusts ► Scott-Weigel, Jonswap, Pierson- Moskowitz or user-defined wave spectra ► Empirically derived stress concentration factors including Efthymiou influence functions ► User-defined stress concentration factors for both box and tubular members ► Wave spreading effects |