Blast Time History Analysis in RFEM
Information about the Free Webinar
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Nicholas J. Greven P.Eng.
23 July 2019
This webinar demonstrates structural blast loading utilizing a time history analysis in RFEM.
Recorded Webinar
Date | Time
Event Language
EnglishContent
Blast Time History Analysis in RFEMThis webinar demonstrates structural blast loading utilizing a time history analysis in RFEM.
Time Schedule
| 00:00 | Introduction |
| 02:36 | Blast load concepts acc. to AISC DG 26 |
| 13:55 | AISC DG 26 blast analysis example |
| 24:09 | RFEM model and loading review |
| 29:57 | Natural vibration analysis in RF-DYNAM Pro - Natural Vibrations |
| 35:50 | Linear time history analysis in RF-DYNAM Pro - Forced Vibrations |
| 55:00 | Nonlinear time history analysis in RF-DYNAM Pro - Nonlinear Time History |
| 59:05 | Conclusion |
Presentation Model to Download
Below, under Models to Download, you will find the model(s) used in the webinar. This will allow you to independently follow the webinar step by step with the provided model after the presentation is complete.
Speaker
Amy Heilig, PE
CEO - USA Office
Sales & Technical Support Engineer
Amy Heilig is the CEO of the USA office located in Philadelphia, PA. In addition, she provides sales and technical support and continues to aid in the development of Dlubal Software programs for the North American market.
Keywords
Free online webinar Dynamic Time History Nonlinear Time History Blast Explosion FEA AISC DG 26 UFC 3-340-02
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Parametrization of Rolled Cross-Sections
Rolled sections, the most common cross‑section type in RFEM and RSTAB, can also have user‑defined parameters.
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- I have a roof structure resting on a steel column that runs to the foundations. The column runs through a perimeter wall that supports the false ceiling. A considerable part of the load from the roof is transferred to the wall. I want the steel column to carry all the vertical loads from the roof. How can I do it?
- Are the models and presentations from Info Day 2018 freely available, and can you send them to me?
- I encountered a sharing violation while importing a dxf file into SHAPE-THIN. What is the issue?
- How can I display membrane stresses in the results of RF‑STEEL Surfaces?
- What is the meaning of the superposition according to the CQC rule in a dynamic analysis??
- How is the automatic creation of c/t-parts carried out?
- I design a set of members by using the equivalent member method in RF‑/STEEL EC3, but the calculation fails. The system is unstable, delivering the message "Non-designable - ER055) Zero value of the critical moment on the segment."What could be the reason?
