Dynamic Module of STATIK
Section dedicated to the STATIK dynamic module
- Is it normal that the graphical representation of the response spectrum in a seismic calculation ends with a vertical branch?
- How can I enter special response spectra?
- Methods of overlapping vibration modes and combining results from different excitation directions in STATIK
- Earthquakes in STATIK from a building model made with CEDRUS BUILDING: Equivalent Force Method v Response Spectrum Method
- Concomitant values of earthquakes in STATIK-6/7 against maximums in STATIK-5