Research of Parameters Affecting the Column-Foundation Joint Ductility and the Frameworks Frame Stress-Deformed Condition

This article describes the calculation results for the transverse frame of the framework of an industrial building with overhead cranes. Calculations are made with regard and without regard to the joint’s flexibility. Consideration is given to the parameters that lead to a change in the final stiffness of the connection: the anchor bolts arrangements in the plane, anchor bolts arrangements from the moment action plane, anchor bolts diameter, the base plate thickness. Results of this researched to determination of extent of influence of each on the final rigidness of the column-foundation connection.

• Record URL:
  • https://doi.org/10.1007/978-3-030-96383-5_157
• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/9783030963828
• Supplemental Notes:
  • © The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerland AG 2022.
• Corporate Authors:

  Springer International Publishing

  ,    
• Authors:
  • Astakhova, Lyubov
  • Astakhov, Ivan
  • Kuznetsov, Alexey
  • Yukhnina, Anastasiya
  • Tsyganovkin, Viktor
• Conference:
  • International Scientific Siberian Transport Forum TransSiberia - 2021
  • Date: 2021-5-11 to 2021-5-14
• Publication Date: 2022

Language

• English

Media Info

• Media Type: Web
• Features: References;
• Pagination: pp 1407-1416
• Monograph Title: International Scientific Siberian Transport Forum TransSiberia - 2021: Volume 2
• Serial:
  • Lecture Notes in Networks and Systems
  • Volume: 403
  • Publisher: Springer Cham
  • ISSN: 2367-3370
  • Serial URL: https://www.springer.com/series/15179

Subject/Index Terms

• TRT Terms: Anchor bolts; Columns; Deformation curve; Frames; Industrial buildings; Joints; Stiffness
• Subject Areas: Bridges and other structures; Construction; Transportation (General);

Filing Info

• Accession Number: 01949561
• Record Type: Publication
• ISBN: 9783030963828
• Files: TRIS
• Created Date: Mar 25 2025 9:28AM