چکیده مقاله
Given the importance of seismic performance of flexural joints and the problems and difficulties associated with the implementation of this type of connection, providing an efficient and correct plan for their reinforcement will be a significant help to eliminate it’s problems Steel bending frames are designed in such a way that they can waste a lot of energy due to flow and plastic deformation Reconstructed structures of the Northridge earthquake in 1994 showed that brittle ruptures occurred in the area where the beam was connected to the column In this paper, the connection of the welded, welded wing reinforced in the beam connection of the boxes to the column in the steel bending frame is examined and after analyzing the simulated results, it’s effect on the bearing capacity of the equivalentload is shown Abacus nonlinear finite element software has been used to investigate the cyclic behavior of this connection
کلیدواژهها
نویسندگان
Seyed Mozafar Davari
dept name of organization Civil Engineering Department, kerman Branch, Islamic Azad University kerman, Iran
شیوه ارجاع
Davari, Seyed Mozafar,1399,Investigation of the welded joint of a reinforced welded wing in the connection of a box beam to a column in a steelbending frame,6th International Conference on Civil Engineering, Architecture, Urban Planning with Sustainable Development Approach,Tehran
ارائهشده در
مجموعه مقالات ششمین همایش بین المللی مهندسی عمران، معماری ،شهرسازی با رویکرد توسعه پایدار30 بهمن 1399 · تهران