ASCE 7-16 Response Spectrum Analysis in RFEM 6
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Recorded Webinar
Date | Time
Event Language
EnglishContent
Free Webinar | ASCE 7-16 Response Spectrum Analysis in RFEM 6
Time Schedule
00:00 | Introduction |
02:07 | Modal analysis of a multi-story building |
20:57 | Response spectrum analysis acc. to the ASCE 7-16 |
39:42 | Additional results with the Building Model add-on |
45:55 | Base shear, drift, and P-Delta considerations |
50:35 | Result Combination definitions for further design |
54:45 | Conclusion |
Presentation Model to Download
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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 webinar Dynamics Response spectrum analysis RSA Seismic Earthquake ASCE 7 ASCE 7-16 Base shear Story shear Drift P-delta
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New
Features of the Modal Analysis Add-on for RFEM 6
The dynamic analysis in RFEM 6 and RSTAB 9 is divided into several add-ons. This article will show you some of the main features of the Modal Analysis Add-on for RFEM 6 / RSTAB 9.

New
Modal Analysis | Neglecting Masses
It is often necessary to neglect masses, especially when the output of the modal analysis is to be used by the seismic analysis, where 90% of the effective modal mass in each direction is required for the calculation. Thus, you can neglect masses in all fixed nodal and line supports so that the program will automatically deactivate the masses associated with them, but you can also manually select the objects for which the masses should be neglected in the modal analysis. The latter is shown in the image, where a user-defined selection is preferred, and the objects as well as their associated mass components are selected to neglect the masses.
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