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...
Main Authors: | , |
---|---|
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 |