Large displacement stability analysis of steel structure of nonlinearly varying section (convex) resting on elastic foundation

Authors

  • Dr. Hamid Abdul Mahdi Faris  College of Engineering, Environmental Engineering Department, Al-Mustansiriya University, Baghdad, Iraq

Keywords:

Convex, Steel Structure, Winkler Type, Segmentation Method, Non-Prismatic Segment, Stiffness Factor, Moment Carry-Over Factor, Sway Moment Factor, Shear Factor

Abstract

In this research theoretical analysis is presented to estimate in a plan large displacement elastic stability behavior of frames having non prismatic number of non-linearly varying section resting on elastic foundation ( Winkler type ) using the non-prismatic segment .in the segmentation method. The stability and bowing function are estimated using the method of finite segment.

References

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  3. Faris, H.A.”Large Displacement Elastic-Plastic Analysis of Plane Frames with Non-Prismatic Members of Non-linearly Varying sections”, Ph.D. thesis, University of Technology-Iraq, 2002.
  4. Ahmed Tariq, Faris, H.A., N.Al-jumaily, Ibrahim,” Large Displacement Elastic Stability Analysis of Plane Frames With Non-Prismatic Members Resting on Elastic Foundation”, M.Sc. thesis, University of Technology, 2004.
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International Journal of Scientific Research in Science, Engineering and Technology

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Published

2018-07-30

Issue

Volume 4, Issue 9, July-August-2018

Section

Research Articles

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This work is licensed under a Creative Commons Attribution 4.0 International License.

How to Cite

[1]
Dr. Hamid Abdul Mahdi Faris "Large displacement stability analysis of steel structure of nonlinearly varying section (convex) resting on elastic foundation" International Journal of Scientific Research in Science, Engineering and Technology (IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 4, Issue 9, pp.404-418, July-August-2018.