Wind loading on shell structures on example of CICIND and Eurocode standards


openaccess, Vol. 558 (2) 2019 / sobota, Luty 23rd, 2019

(Open Access)

M. Kociniak

DOI: 10.15199/33.2019.02.01

Paper shows problematic of calculation ofwind loading on chimneys modeled as shell structures, on example of two different design codes CICIND Model Code for Chimneys and Eurocode 1. Basics of determination of wind loads and some problematic related to modeling of wind on shells are presented. Keywords: chimneys; wind loads; FEM modeling.
  1. ACI 307-08 Code Requirements for Reinforced Concrete Chimneys.
  2. ASCE 7-10 Minimum Design Loads for Buildings and Other Structures.
  3.  AS/NZS 1170.2:2011Wind load on structures.
  4.  CICIND Model Code for Steel Chimneys – Revision 2, September 2010.
  5. CICINDModel Code for Concrete Chimneys – Part A: The Shell – Third Edition, July 2011.
  6. Commentary for Steel Chimney Code – December 2000.
  7. Commentary for Steel Chimney Code – Revision 2, September 2010.
  8. EN 1991-1-4 Eurocode 1: Action on structures – Part 1-4: General actions – Wind actions.
  9. IS:875 (Part 3):Wind Loads on Buildings and Structures.
  10. Harte Reinhard, FranziskaWehr. 2016. „Proof of Structural Safety of Concrete Chimneys via Nonlinear ShellAnalysis”.CICINDReportVol. 34.
  11. Niemann H. J. 2013. International standardization of Wind actions on chimneys Ruhr-University of Bochum, CICIND.
  12. PN-B-02011:1977 Obciążenia w obliczeniach statycznych. Obciążenie wiatrem.
  13. VGB R 610 e Guideline – Structural Design of Cooling Towers – 2010 edition. Accepted for publication: 09.01.2019 r.

mgr inż. Michał Kociniak, DOMINION Deutschland GmbH;

mgr inż. Michał Kociniak, DOMINION Deutschland GmbH;

michal.kociniak@gmail.com