Mahsa Karimian Sichani
Department of Civil and Environmental Engineering, Amirkabir University of Technology, Tehran, Iran
[ 1 ] - Modification of the Euler load for the stiffened compressive members and determination of the optimal stiffening for the maximum buckling load
The potential of buckling in compressive members has been considered as a disadvantage when using steel members in the construction industry. In spite of the progress made in this regard, buckling is still considered as a challenge in the analysis and design of compressive steel structural members. Such a challenging phenomenon can be controlled by strengthening of compressive members. Stiffene...
نویسندگان همکار