Steel and Composite Structures

  • 제2권2호
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  • Pages.113-128
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  • 2002
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Seismic performance evaluation for steel MRF: non linear dynamic and static analyses

  • Calderoni, B. (Department of Analysis and Structural Design, University of Naples) ;
  • Rinaldi, Z. (DiMSAT, University of Cassino)
  • 투고 : 2001.03.21
  • 심사 : 2002.03.28
  • 발행 : 2002.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

The performance of steel MRF with rigid connections, proportioned by adopting different capacity design criteria, is evaluated in order to highlight the effectiveness of static non-linear procedure in predicting the structural seismic behavior. In the framework of the performance-based design, some considerations are made on the basis of the results obtained by both dynamic time histories and push-over analyses, particularly with reference to the damage level and the structure ability to withstand a strong earthquake.

키워드

참고문헌

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피인용 문헌

  1. Effects of structural uncertainties on seismic performance of steel moment resisting frames vol.120, 2016, https://doi.org/10.1016/j.jcsr.2015.12.031
  2. Evaluation of Structural Reliability of Steel Frames: Interstory Drift versus Plastic Hysteretic Energy vol.27, pp.3, 2011, https://doi.org/10.1193/1.3609856
  3. Energy Dissipation and Local, Story, and Global Ductility Reduction Factors in Steel Frames under Vibrations Produced by Earthquakes vol.2018, pp.1875-9203, 2018, https://doi.org/10.1155/2018/9713685
  4. Role of accidental torsion in seismic reliability assessment for steel buildings vol.9, pp.5, 2009, https://doi.org/10.12989/scs.2009.9.5.457
  5. Energy-based damage index for steel structures vol.10, pp.4, 2002, https://doi.org/10.12989/scs.2010.10.4.331