Concrete Piers and Steel Pipe Rack Seismic Analysis, the Netherlands
Customer Project
Witteveen+Bos performed seismic analysis on an existing concrete foundation with piers, located in the Netherlands. The connected steel pipe rack and piping system were included in the analysis.Utilizing a multimodal response spectrum analysis in RFEM, Witteveen+Bos specified unique response spectra to analyze the structural response induced by this seismic activity.
| Seismic Analysis |
Witteveen+Bos N.V., the Netherlands www.witteveenbos.com |
Write Comment...
Write Comment...
Contact Us
Do you have any further questions or need advice? Contact us via phone, email, chat or forum or find suggested solutions and useful tips on our FAQ page, available 24/7.
-
How do I apply the ASCE 7 Orthogonal Directional Combination procedure (100% + 30% rule) to my seismic load in a static analysis?
- Is it possible in the CRANEWAY software to obtain the SLS rotational deformations of a continuous beam at the supports for an isostatic beam in the web plane?
- Why the eHORA map of Austria gives different snow loads than your Geo-Zone tool?
- Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
- In the case of stairs with a complicated geometry, it is often difficult to design welds by using the analytical methods. How can I do this with RFEM?
-
How can I consider various wind profiles for various wind directions?
- How can I carry out case-related design for different load situations?
Programs Used for Structural Analysis
RFEM 5
Main Program
Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids, and contact elements
Price of First License
3,540.00 USDRFEM 5
Add-on Module
Seismic and static load analysis using multi-modal response spectrum analysis
Price of First License
760.00 USD
Social Networks
Frequently Visited Pages
- Is it possible in the CRANEWAY software to obtain the SLS rotational deformations of a continuous beam at the supports for an isostatic beam in the web plane?
