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Webinar: Time History Analysis Using RF-/DYNAM Pro - Walking and Running...
Video
First Steps with RFEM
Description
Content:
- Features of the add-on module RF-DYNAM Pro - Forced Vibrations
- Calculation of natural frequencies of a pedestrian bridge
- Direct input of time diagrams as functions (formulas for walking and running were published by Bachmann, 1988)
- Creation of load cases using RF-MOVE Surfaces
- Definition of required input data for time history analysis
- Analysis of the results with the time course monitor
Keywords
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New
AISC 341-16 Moment Frame Connection Strength in RFEM 6
Moment frame design according to AISC 341-16 is now possible in the Steel Design add-on of RFEM 6. The seismic design result is categorized into two sections: member requirements and connection requirements. This article covers the required strength of the connection. An example comparison of the results between RFEM and the AISC Seismic Design Manual [2] is presented.
