Steel and Composite Structures

  • 제26권3호
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  • Pages.315-328
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  • 2018
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Experimental and numerical assessment of beam-column connection in steel moment-resisting frames with built-up double-I column

  • 투고 : 2017.07.31
  • 심사 : 2017.11.07
  • 발행 : 2018.02.10
⟨ 이전 논문 다음 논문 ⟩

초록

Built-up Double-I (BD-I) columns consist of two hot rolled IPE sections and two cover plates which are welded by fillet welds. In Iran, this type of column is commonly used in braced frames with simple connections and sometimes in low-rise Moment Resisting Frames (MRF) with Welded Flange Plate (WFP) beam-column detailing. To evaluate the seismic performance of WFP connection of I-beam to BD-I column, traditional and modified exterior MRF connections were tested subjected to cyclic prescribed loading of AISC. Test results indicate that the traditional connection does not achieve the intended behavior while the modified connection can moderately meet the requirements of MRF connection. The numerical models of the connections were developed in ABAQUS finite element software and validated with the test results. For this purpose, moment-rotation curves and failure modes of the tested connections were compared with the simulation results. Moreover to avoid improper failure modes, some improvements of the connections were evaluated through a numerical study.

키워드

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피인용 문헌

  1. Development and testing of cored moment resisting stub column dampers vol.34, pp.1, 2018, https://doi.org/10.12989/scs.2020.34.1.107
  2. Further study on improvement on strain concentration in through-diaphragm connection vol.39, pp.2, 2018, https://doi.org/10.12989/scs.2021.39.2.135