Reduction of Building to Cantilever Structure The individual mass points represent stories. The deflection due to the normal compression forces shown in (a) is (b) converted into equivalent moments of displacement or shear forces (KB1867)
Reduction of Building to Cantilever Structure The individual mass points represent stories. The deflection due to the normal compression forces shown in (a) is (b) converted into equivalent moments of displacement or shear forces (KB1867)
2024-05-30
046751
  • Response Spectrum Analysis for RFEM 6
  • Response Spectrum Analysis for RSTAB 9
  • RFEM 6
    • RSTAB 9
    • Buildings
    • Dynamic and Seismic Analysis
    • Eurocode 8

Reduction of Building to Cantilever Structure The individual mass points represent stories. The deflection due to the normal compression forces shown in (a) is (b) converted into equivalent moments of displacement or shear forces

Reduction of Building to Cantilever Structure The individual mass points represent stories. The deflection due to the normal compression forces shown in (a) is (b) converted into equivalent moments of displacement or shear forces (KB1867)

Used in
  • Considering Second-Order Analysis in Dynamic Analyses in RFEM 6 and RSTAB 9
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