2024-04-22
009762
Reduction of Building to Cantilever Structure: The individual mass points represent the floors. The deflection due to the normal compression forces shown in (a) is (b) converted into equivalent moments of displacement or shear forces [2].
2024-04-22
009763
Self-Weight and Live Loads Combined as Nodal Loads and Defined in Two Separate Load Cases
2024-04-22
009764
Definition of Load Combination for Seismic Design Situation (Eq. 2) and Resulting Axial Forces. These axial forces are used to determine the geometric stiffness matrix.
2024-04-22
009765
Parameters for Eigenvalue Analysis in RF-DYNAM Pro – Natural Vibrations
2024-04-22
009766
Natural Frequencies, Natural Periods, and Acceleration Values
2024-04-22
009767
User-Defined Response Spectrum
2024-04-22
009768
Assigning Natural Vibration Case to Dynamic Load Case to Determine Equivalent Loads
2024-04-22
009769
Equivalent Loads for First Mode Shape (a) Without Stiffness Modifications from DLC1 and (b) Taking into Account the Geometric Stiffness Matrix from DLC2
2024-04-22
009770
Calculation Parameters of Load Cases with Exported Equivalent Loads: The geometric stiffness matrix must also be taken into account here, for which axial forces are imported from CO1.
2024-04-22
009771
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