Research Article

The Effect of Welding Length of Semi-Rigid Connections With Top and Seat Angles

Volume: 5 Number: 4 December 31, 2015
EN TR

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

  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.

Details

Primary Language

English

Subjects

-

Journal Section

Research Article

Authors

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

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. J. Inst. Sci. and Tech. 2015;5(4):41-50. https://izlik.org/JA92GS33NL
Chicago
Aydın Abdulkadir Cüneyt, Kılıç Mahmut, Mahyar Maalı, and 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 (December 1, 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, and Sağıroğlu M., “The Effect of Welding Length of Semi-Rigid Connections With Top and Seat Angles”, J. Inst. Sci. and Tech., vol. 5, no. 4, pp. 41–50, Dec. 2015, [Online]. Available: 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 (December 1, 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. J. Inst. Sci. and Tech. 2015;5:41–50.
MLA
Aydın Abdulkadir Cüneyt, et al. “The Effect of Welding Length of Semi-Rigid Connections With Top and Seat Angles”. Journal of the Institute of Science and Technology, vol. 5, no. 4, Dec. 2015, pp. 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. J. Inst. Sci. and Tech. [Internet]. 2015 Dec. 1;5(4):41-50. Available from: https://izlik.org/JA92GS33NL