Structural Engineering and Mechanics

  • 제54권1호
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  • Pages.35-54
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  • 2015
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Seismic and progressive collapse assessment of SidePlate moment connection system

  • Faridmehr, Iman (UTM-Construction Research Centre, Faculty of Civil Engineering, Universiti Teknologi Malaysia) ;
  • Osman, Mohd Hanim (UTM-Construction Research Centre, Faculty of Civil Engineering, Universiti Teknologi Malaysia) ;
  • Tahir, Mahmood Bin Md. (UTM-Construction Research Centre, Faculty of Civil Engineering, Universiti Teknologi Malaysia) ;
  • Nejad, Ali Farokhi (Faculty of Mechanical Engineering, Universiti Teknologi Malaysia) ;
  • Hodjati, Reza (Department of Civil Engineering, Shahrood Branch, Islamic Azad University)
  • 투고 : 2014.04.21
  • 심사 : 2014.09.12
  • 발행 : 2015.04.10
⟨ 이전 논문 다음 논문 ⟩

초록

The performance of a newly generated steel connection known as SidePlateTM moment connection for seismic loading and progressive collapse phenomenon has been investigated in this paper. The seismic evaluation portion of the study included a thorough study on of interstory drift angles and flexural strengths based on 2010 AISC Seismic Provisions while the acceptance criteria provided in UFC 4-023-03 guideline to resist progressive collapse must be satisfied by the rotational capacity of the connections. The results showed that the SidePlate moment connection was capable of attaining adequate rotational capacity and developing full inelastic capacity of the connecting beam. Moreover, the proposed connection demonstrated an exceptional performance for keeping away the plastic hinges from the connection and exceeding interstory drift angle of 0.06 rad with no fracture developments in beam flange groove-welded joints. The test results indicated that this type of connection had strength, stiffness and ductility to be categorized as a rigid, full-strength and ductile connection.

키워드

참고문헌

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피인용 문헌

  1. On the progressive collapse resistant optimal seismic design of steel frames vol.60, pp.5, 2016, https://doi.org/10.12989/sem.2016.60.5.761
  2. Seismic performance of moment connections in steel moment frames with HSS columns vol.25, pp.3, 2015, https://doi.org/10.12989/scs.2017.25.3.271
  3. Numerical Study on Cyclic Response of End-Plate Biaxial Moment Connection in Box Columns vol.10, pp.4, 2020, https://doi.org/10.3390/met10040523
  4. An Overview of Progressive Collapse Behavior of Steel Beam-to-Column Connections vol.10, pp.17, 2015, https://doi.org/10.3390/app10176003
  5. Cyclic Behavior of Hollow Section Beam-Column Moment Connection: Experimental and Numerical Study vol.10, pp.12, 2015, https://doi.org/10.3390/met10121608
  6. Seismic progressive collapse mitigation of buildings using cylindrical friction damper vol.20, pp.1, 2021, https://doi.org/10.12989/eas.2021.20.1.001
  7. Progressive Collapse Performance of Steel Beam-to-Column Connections: Critical Review of Experimental Results vol.15, pp.1, 2015, https://doi.org/10.2174/1874836802115010152