Structural Engineering and Mechanics

  • 제32권6호
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  • Pages.771-786
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  • 2009
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Progressive collapse of reinforced concrete structures

  • Yagob, O. (Department of Building, Civil and Environmental Engineering, Concordia University) ;
  • Galal, K. (Department of Building, Civil and Environmental Engineering, Concordia University) ;
  • Naumoski, N. (Department of Civil Engineering, University of Ottawa)
  • 투고 : 2009.05.12
  • 심사 : 2009.06.24
  • 발행 : 2009.08.20
⟨ 이전 논문 다음 논문 ⟩

초록

In the past few decades, effects of natural hazards, such as earthquakes and wind, on existing structures have attracted the attention of researchers and designers. More recently, however, the phenomenon of progressive collapse is becoming more recognized in the field of structural engineering. In practice, the phenomenon can result from a number of abnormal loading events, such as bomb explosions, car bombs, accidental fires, accidental blast loadings, natural hazards, faulty design and construction practices, and premeditated terrorist acts. Progressive collapse can result not only in disproportionate structural failure, but also disproportionate loss of life and injuries. This paper provides an up-to-date comprehensive review of this phenomenon and its momentousness in structural engineering communities. The literature reveals that although the phenomenon of progressive collapse of buildings is receiving considerable attention in the professional engineering community, more research work is still needed in this field to develop a new methodology for efficient and inexpensive design to better protect buildings against progressive collapse.

키워드

참고문헌

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피인용 문헌

  1. A theoretical method for calculating the compressive arch capacity of RC beams against progressive collapse vol.17, pp.1, 2016, https://doi.org/10.1002/suco.201400119
  2. Column-loss response of RC beam-column sub-assemblages with different bar-cutoff patterns vol.49, pp.6, 2014, https://doi.org/10.12989/sem.2014.49.6.775
  3. Improving design limits of strength and ductility of NSC beam by considering strain gradient effect vol.47, pp.2, 2013, https://doi.org/10.12989/sem.2013.47.2.185
  4. A new method for progressive collapse analysis of RC frames vol.60, pp.1, 2016, https://doi.org/10.12989/sem.2016.60.1.031
  5. Experimental investigation on the dynamic response of RC flat slabs after a sudden column loss vol.99, 2015, https://doi.org/10.1016/j.engstruct.2015.04.040
  6. Nonlinear analysis of 3D reinforced concrete frames: effect of section torsion on the global response vol.36, pp.4, 2010, https://doi.org/10.12989/sem.2010.36.4.421
  7. Theoretical Resistance of RC Frames under the Column Removal Scenario Considering High Strain Rates vol.30, pp.5, 2016, https://doi.org/10.1061/(ASCE)CF.1943-5509.0000867
  8. Identification of progressive collapse pushover based on a kinetic energy criterion vol.39, pp.3, 2009, https://doi.org/10.12989/sem.2011.39.3.427
  9. Inelastic design of high-axially loaded concrete columns in moderate seismicity regions vol.39, pp.4, 2009, https://doi.org/10.12989/sem.2011.39.4.559
  10. Concurrent flexural strength and deformability design of high-performance concrete beams vol.40, pp.4, 2009, https://doi.org/10.12989/sem.2011.40.4.541
  11. Numerical analyses for the structural assessment of steel buildings under explosions vol.45, pp.6, 2009, https://doi.org/10.12989/sem.2013.45.6.803
  12. Progressive collapse of reinforced concrete buildings considering flexure-axial-shear interaction in plastic hinges vol.8, pp.1, 2009, https://doi.org/10.1080/23311916.2021.1882115
  13. Analysis of RC structures with different design mistakes under explosive based demolition vol.22, pp.3, 2009, https://doi.org/10.1002/suco.201900367