Post Buckling Behavior of Prismatic Structural Steel Members with Semi Rigid Connections

In most designs of steel frames,beam-column connections are assumed either perfectly pinned or fully rigid. This assumption results in an incorrect estimation of the structural behavior of these frames. Practically, beam-column connections are between these two extreme assumptions and possess some r...

Full description

Bibliographic Details
Main Authors: Amer M. Ibrahim, Murtada A. Ismael
Format: Article
Language:English
Published: Unviversity of Technology- Iraq 2016-06-01
Series:Engineering and Technology Journal
Subjects:
Online Access:https://etj.uotechnology.edu.iq/article_113132_b69cd397d5f93751418b5dddeb314114.pdf