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

Amer M. Ibrahim; Murtada A. Ismael

Volume 34, 6A , June 2016, , Page 1116-1130

https://doi.org/10.30684/etj.2016.113132

Abstract
  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 ...  Read More ...