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Paper
Title

Investigation on Behavior of End-plate Connections in Picket Column

Year: 1395
Publish place:
COI: ISSS07_001
Language: EnglishView: 298
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Authors

Mahmood Hosseini - Associate Prof., Int’l Inst. of Earthquake Eng. & Seismology (IIEES)
Payam Akbari - ph. D student civil engineering, Islamic Azad Univ., Tehran South Branch ,

Abstract:

The purpose of this study is to investigate the behavior of column-tree with end plate connection, and to determine the location of plastic hinges in the structure. Behavior of column-tree frames with end plate connections in different connection configurations is investigated in this research, and the splice beam under cyclic loading is numerically studied using ABAQUS finite element software. 21 samples, representing 3 types of end plate connections of 4 bolts without stiffener (4E) , 4 bolts with stiffeners (4ES) , 8 bolts with stiffeners (8ES) , and 7 types of geometric configurations of splice beams are categorized. The flexural strength, ductility and energy absorption of samples were studied. Investigations revealed that the 4 bolts without stiffener (4E) connection was the best connection, and increasing the thickness of splice beam was the best splice beam geometric configuration for utilization in column-tree system.

Keywords:

Paper COI Code

This Paper COI Code is ISSS07_001. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

https://civilica.com/doc/610073/

How to Cite to This Paper:

If you want to refer to this Paper in your research work, you can simply use the following phrase in the resources section:
Hosseini, Mahmood and Akbari, Payam,1395,Investigation on Behavior of End-plate Connections in Picket Column,هفتمین کنفرانس ملی و دومین کنفرانس بین المللی سازه و فولاد,Tehran,https://civilica.com/doc/610073

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  • Dubina, D., and Stratan, A., ":Behavior of Welded Connection of ...
  • Miller DK. Lessons learned from the Northridge earthquake. Eng Struct ...
  • Mahin ST. Lessons from damage to steel building during the ...
  • . Astaneh-Asl, A., Seismic design of steel column-tree moment-re sisting ...
  • . Chen, C.-C., Lin, and C.-H. Lin, Ductile momcent connections ...
  • . T.M. Murrai, E.A. Sumner, Extended end-plate _ connections, seismic ...
  • Ghobarah, A., A. Osman, and R. M. Korol. 1990. ":Behaviour ...
  • Clark, p..(1997).protocol for Fabric ation , Inspection, Testing, and Documention ...
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    Paper count: 1,929
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