2024-04-22
009771
RFEM 5
RF-DYNAM Pro | Natural Vibrations 5
RF-DYNAM Pro | Forced Vibrations 5
RF-DYNAM Pro | Equivalent Loads 5
Dynamic and Seismic Analysis
Eurocode 8
Deformations u_X, moment M_Y, and support reactions P_X resulting from the multi-modal response spectrum method (a) without stiffness modifications from DLC1, and (b) taking into account the geometric stiffness matrix from DLC2
Used in
Considering Second-Order Theory in Dynamic Analysis
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