KB 1967 | Resulting Soil Stress Distribution from RSA Equivalent Load
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KB 1967 | Resulting Soil Stress Distribution from RSA Equivalent Load
2026-01-27
061129
  • RFEM 6

KB 1967 | Resulting Soil Stress Distribution from RSA Equivalent Load

The image shows the resulting contact pressures of the equivalent load cases from the horizontal accelerations of the response spectrum. In the upper part from the first mode shape and in the lower part from the plateau acceleration.
  • Soil massif
  • Constrained modulus method
  • Soil-structure interaction
  • RWIND
  • CFD
  • High-rise building
  • Response spectrum method
Used in
  • Twisted High-Rise Building Under Wind and Seismic Loads with 2D Soil Model
3D Model
More About 3D Model
  • KB 1967 | Modern High-Rise Building with Glass Facade and Floor Slab
Specifications
Number of Nodes 849
Number of Lines 1063
Number of Members 300
Number of Surfaces 362
Number of Solids 0
Number of Load Cases 7
Number of Load Combinations 16
Number of Result Combinations 1
Total Weight 10049.760 t
Dimensions (Metric) 80.000 x 70.000 x 80.000 m
Dimensions (Imperial) 262.47 x 229.66 x 262.47 feet
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