The Effect of Welding Length of Semi-Rigid Connections With Top and Seat Angles
Öz
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.
Anahtar Kelimeler
Kaynakça
- Abdalla KM, Chen WF, 1995. Expanded database of semi-rigid steel connections. Computers & Structures, 56(4): 553–64.
- Abidelah A, Bouchaï A, Kerdal DE, 2012. Experimental and analytical behavior of bolted end-plate connections with or without stiffeners. Journal of Constructional Steel Research, 76: 13–27.
- Aydın AC, Kılıç M, Maali M, Sağıroğlu M, 2015.Experimental Assessment of the Semi-rigid Connections Behavior with Angles and Stiffeners. Journal of Constructional Steel Research, Volume 114: Pages 338–348.
- Aydın AC, Maali M, Kılıç M, Sağıroğlu M, 2015. Experimental Investigation of Sinus Beams with End-Plate Connection. Journal of Thin Walled structures, 97:35-43.
- Aggarwal AK., 1990. Behaviour of exible beam-to-column connections. The Institution of Engineers Australia Structural Engineering Conf, 462-467.
- Azizinamini A, Bradbum JH, Radziminski JB, 1985. Static and cyclic behavior of semi-rigid steel beam-column connections. Dept. of Civ. Engrg., Univ. of South Carolina, Columbia, S.C.
- Bailey JR, 1970. Strength and rigidity of bolted beam-to-column connections. Conf. on Joints in Structures, Univ. of Shef eld, Shef eld, England,1, 4.
- Bell WG, Chesson E, Munse WH, 1958. Static tests of standard riveted and bolted beam-to-column connections. Univ. of Illinois Engrg. Experiment Station, Urbana, 111.
Ayrıntılar
Birincil Dil
İngilizce
Konular
-
Bölüm
Araştırma Makalesi
Yazarlar
Abdulkadir Cüneyt Aydın
*
Türkiye
Mahmut Kılıç
Bu kişi benim
Türkiye
Mahyar Maalı
Bu kişi benim
Türkiye
Merve Sağıroğlu
Bu kişi benim
Türkiye
Yayımlanma Tarihi
31 Aralık 2015
Gönderilme Tarihi
15 Haziran 2015
Kabul Tarihi
12 Ekim 2015
Yayımlandığı Sayı
Yıl 2015 Cilt: 5 Sayı: 4