Manuscript Number : IJSRSET184942
Large displacement stability analysis of steel structure of nonlinearly varying section (convex) resting on elastic foundation
Authors(1) :-Dr. Hamid Abdul Mahdi Faris
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.
Dr. Hamid Abdul Mahdi Faris
Convex, Steel Structure, Winkler Type, Segmentation Method, Non-Prismatic Segment, Stiffness Factor, Moment Carry-Over Factor, Sway Moment Factor, Shear Factor
Publication Details
Published in :
Volume 4 | Issue 9 | July-August 2018 Article Preview
College of Engineering, Environmental Engineering Department, Al-Mustansiriya University, Baghdad, Iraq
Date of Publication :
2018-07-30
License: This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) :
404-418
Manuscript Number :
IJSRSET184942
Publisher : Technoscience Academy
Journal URL :
https://ijsrset.com/IJSRSET184942