Engineering
Bending Moment
100%
Combined Effect
100%
Degradation Model
100%
Dimensional Analysis
100%
Granular Soil
100%
Liquefiable Soil
100%
Monopile Foundation
100%
Pore Water Pressure
100%
Relative Displacement
100%
Seismic Design
100%
Seismic Loads
100%
Stiffness Degradation
100%
Transient Analysis
100%
Two Dimensional
100%
Wind Turbine
100%
Keyphrases
Coupled Fluid-structure
50%
Fast Lagrangian Analysis of Continua
50%
Fluid-structures-seabed Interaction
50%
Kinematic Flow
50%
Kobe
50%
Kocaeli
50%
Loma Prieta
50%
Partially Embedded
100%
Peak Acceleration
50%
Predominant Frequency
50%
Relative Displacement
50%
Santa Cruz
50%
Saturated Granular Soils
50%
Skeleton Deformation
50%
Soil Skeleton
50%
Stiffness Degradation Model
50%
Earth and Planetary Sciences
Bending Moment
100%
Dimensional Analysis
100%
Lagrangian Analysis
100%
Peak Acceleration
100%
Porewater
100%
Seismic Design
100%
Water Pressure
100%
Wind Turbine
100%