[PDF][PDF] Effect of semi-rigid connection on post-buckling behaviour of frames using finite element method
DR Mohammed, MA Ismael - Civil Engineering Journal, 2019 - researchgate.net
It is very important task to estimate the post buckling for structures that have slender
elements, since post-buckling state means loss the structures stability related with large …
elements, since post-buckling state means loss the structures stability related with large …
[PDF][PDF] Post buckling behavior of prismatic structural steel members with semi rigid connections
AM Ibrahim, MA Ismael - Engineering and Technology Journal, 2016 - iasj.net
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 …
pinned or fully rigid. This assumption results in an incorrect estimation of the structural …
Effect of Semi-rigid Connection on Post-buckling Behavior of Braced-Steel Frames
DR Mohammed, MA Ismael - Proceedings of AICCE'19: Transforming the …, 2020 - Springer
Practically, rigid beam-column connection has a relative flexibility which reduces their
resistance to moments and this lead to partially restrained connection which is called semi …
resistance to moments and this lead to partially restrained connection which is called semi …