Araştırma Makalesi

Alt ve Üst Korniyerlerli Yarı-Rijit Birleşimlerde Kaynak Boyu Etkisi

Cilt: 5 Sayı: 4 31 Aralık 2015
PDF İndir
EN TR

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

  1. Abdalla KM, Chen WF, 1995. Expanded database of semi-rigid steel connections. Computers & Structures, 56(4): 553–64.
  2. 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.
  3. 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.
  4. 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.
  5. Aggarwal AK., 1990. Behaviour of exible beam-to-column connections. The Institution of Engineers Australia Structural Engineering Conf, 462-467.
  6. 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.
  7. 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.
  8. 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

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

Kaynak Göster

APA
Aydın, A. C., Kılıç M., Maalı, M., & Sağıroğlu M. (2015). The Effect of Welding Length of Semi-Rigid Connections With Top and Seat Angles. Journal of the Institute of Science and Technology, 5(4), 41-50. https://izlik.org/JA92GS33NL
AMA
1.Aydın AC, Kılıç M, Maalı M, Sağıroğlu M. The Effect of Welding Length of Semi-Rigid Connections With Top and Seat Angles. Iğdır Üniv. Fen Bil Enst. Der. 2015;5(4):41-50. https://izlik.org/JA92GS33NL
Chicago
Aydın Abdulkadir Cüneyt, Kılıç Mahmut, Mahyar Maalı, ve Sağıroğlu Merve. 2015. “The Effect of Welding Length of Semi-Rigid Connections With Top and Seat Angles”. Journal of the Institute of Science and Technology 5 (4): 41-50. https://izlik.org/JA92GS33NL.
EndNote
Aydın AC, Kılıç M, Maalı M, Sağıroğlu M (01 Aralık 2015) The Effect of Welding Length of Semi-Rigid Connections With Top and Seat Angles. Journal of the Institute of Science and Technology 5 4 41–50.
IEEE
[1]A. C. Aydın, Kılıç M., M. Maalı, ve Sağıroğlu M., “The Effect of Welding Length of Semi-Rigid Connections With Top and Seat Angles”, Iğdır Üniv. Fen Bil Enst. Der., c. 5, sy 4, ss. 41–50, Ara. 2015, [çevrimiçi]. Erişim adresi: https://izlik.org/JA92GS33NL
ISNAD
Aydın Abdulkadir Cüneyt - Kılıç Mahmut - Maalı, Mahyar - Sağıroğlu Merve. “The Effect of Welding Length of Semi-Rigid Connections With Top and Seat Angles”. Journal of the Institute of Science and Technology 5/4 (01 Aralık 2015): 41-50. https://izlik.org/JA92GS33NL.
JAMA
1.Aydın AC, Kılıç M, Maalı M, Sağıroğlu M. The Effect of Welding Length of Semi-Rigid Connections With Top and Seat Angles. Iğdır Üniv. Fen Bil Enst. Der. 2015;5:41–50.
MLA
Aydın Abdulkadir Cüneyt, vd. “The Effect of Welding Length of Semi-Rigid Connections With Top and Seat Angles”. Journal of the Institute of Science and Technology, c. 5, sy 4, Aralık 2015, ss. 41-50, https://izlik.org/JA92GS33NL.
Vancouver
1.Abdulkadir Cüneyt Aydın, Mahmut Kılıç, Mahyar Maalı, Merve Sağıroğlu. The Effect of Welding Length of Semi-Rigid Connections With Top and Seat Angles. Iğdır Üniv. Fen Bil Enst. Der. [Internet]. 01 Aralık 2015;5(4):41-50. Erişim adresi: https://izlik.org/JA92GS33NL