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