The Effect of Welding Length of Semi-Rigid Connections With Top and Seat Angles
Abstract
Taking into account the behavior of connection in analysis and design of steel frames is important due to presenting the actual behavior of frames. So, the behavior of the connections should be well known. The connections form various moment-rotation curves according to the type of connection, the elements of connection and the shape of placement. These curves are visual expressions of the actual behavior that has been obtained from experiments. The experiments of some connections have been obtained partially and has been formed the databank. It has been done the classi cation and formed models by this databank to express the behavior of connection. To determine the behavior of the connection, the various connection experiments which are different from the connection with top and bottom angle in the literature are done in this thesis. The use of stiffeners in top and bottom angle and web of the connection with the top and bottom ange angle and different weld length in top and bottom angle is suggested.
Keywords
References
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Details
Primary Language
English
Subjects
-
Journal Section
Research Article
Authors
Abdulkadir Cüneyt Aydın
*
Türkiye
Mahmut Kılıç
This is me
Türkiye
Mahyar Maalı
This is me
Türkiye
Merve Sağıroğlu
This is me
Türkiye
Publication Date
December 31, 2015
Submission Date
June 15, 2015
Acceptance Date
October 12, 2015
Published in Issue
Year 2015 Volume: 5 Number: 4