DOI QR코드

DOI QR Code

Effect of brick infill panel on the seismic safety of reinforced concrete frames under progressive collapse

  • Tavakoli, Hamidreza (Assistant Professor of Civil Engineering, BabolNoshirvani University of Technology) ;
  • Akbarpoor, Soodeh (Structure Engineering, Mazandaran University of Science & Technology)
  • 투고 : 2013.07.29
  • 심사 : 2014.05.22
  • 발행 : 2014.06.25

초록

Structural safety has always been a key preoccupation for engineers responsible for the design of civil engineering projects. One of the mechanisms of structural failure, which has gathered increasing attention over the past few decades, is referred to as 'progressive collapse' which happens when one or several structural members suddenly fail, whatever the cause (accident, attack, seismic loading(.Any weakness in design or construction of structural elements can induce the progressive collapse in structures, during seismic loading. Masonry infill panels have significant influence on structure response against the lateral load. Therefore in this paper, seismic performance and shear strength of R.C frames with brick infill panel under various lateral loading patterns are investigated. This evaluation is performed by nonlinear static analysis. The results provided important information for additional design guidance on seismic safety of RC frames with brick infill panel under progressive collapse.

키워드

참고문헌

  1. American Concrete Institute (ACI) (2008), Code requirements for residential concrete and commentary.
  2. American Society of Civil Engineers, (ASCE) (2005), Minimum designloads for buildings and other structures, Washington, DC., SEI/ASCE 7-05.
  3. Baker, J.W., Schubert, M. and Faber, M.H. (2008), "Assessment of robustness", Struct.l Safety, 30(3), 253-267. https://doi.org/10.1016/j.strusafe.2006.11.004
  4. CSI.SAP 2000 (2006), Integrated finite element analysis and design of structures basic analysis reference manual, Berkeley (CA, USA), Computers and structures INC.
  5. Department of defense (DOD) and facilities criteria (UFC) (2005), Design of buildings to resist progressive collapse.
  6. Federal Emergency Management Agency (FEMA) (1997), Commentary on the guidelines for the seismic rehabilitation of buildings, (FEMA 356).
  7. General Services Administration (GSA) (2003), Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects, Washington. DC.
  8. Izzuddin, B.A., Vlassis, A.G., Elghazouli, A.Y. and Nethercot, D.A. (2008), "Progressive collapse of multistory buildings due to sudden column loss", Part I: Simplified assessment framework, Engineering Structures, 30(5),1308-18. https://doi.org/10.1016/j.engstruct.2007.07.011
  9. Izzuddin, B.A., Vlassis, A.G., Elghazouli, A.Y. and Nethercot, D.A. (2008), "Progressive collapse of multistory buildings due to sudden column loss", Part II: Appl. Eng. Struct., 30(5), 1424-38.
  10. Jianmeng, M. and Changhai, Z. (2008), "Animproved modal pushover analysis procedure for estimating seismic demands of structures", Earthq. Eng. Eng. Vib., 7(1), 25-31. https://doi.org/10.1007/s11803-008-0786-y
  11. Kadid, A. and Boumrkik, A. (2008), "Pushover analysis of reinforced concrete frame structures", Asian J. Civil Eng., 9, 75-83.
  12. Khandelwala, K., El-Tawila, S. and Sadekb, F. (2009), "Progressive collapse analysis of seismically designed steel braced frames", J. Construct. Steel Res., 65, 699-708. https://doi.org/10.1016/j.jcsr.2008.02.007
  13. Kim, J. and Kim, T. (2009), "Assessment of progressive collapse-resisting capacity of steel moment frames", J. Construct. Steel Res., 65(1), 169-79. https://doi.org/10.1016/j.jcsr.2008.03.020
  14. Lu, D.G., Cui. S.S., Song, P.Y. and Chen, Z.H. (2010), "Robustness assessment for progressive collapse of framed structures using push down analysis method", School of Civil Engineering, Harbin Institute of Technology.
  15. Sanani, M. (2008), "Response of a reinforced concreteinfillframe structure to removal of two adjacent columns", Eng. Struct., 30(9), 2478-2491. https://doi.org/10.1016/j.engstruct.2008.01.019
  16. Tsai, M.H. and Huang, T.C. (2009), "Effect of interior brick-infill partitions on the progressive collapse potential of a RC building: linear static analysis results", World Academy of Science, Engineering and Technology.
  17. Vijayakumar, A. and Venkatesh, D.L. (2011), "ASurvey of methodologies for seismic evaluation of building", Can. J. Environ., Construct. Civil Eng., 2(5).
  18. Zine, A., Kadid, A., Lahbari, N. and Fourar, A. (2007), "Pushover analysis of reinforced concrete structures designed according to the Algerian code", J. Eng. Appl. Sci., 2(4), 733-738.

피인용 문헌

  1. Strengthening of hollow brick infill walls with expanded steel plates vol.11, pp.5, 2016, https://doi.org/10.12989/eas.2016.11.5.887
  2. 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
  3. Effect of Earthquake characteristics on seismic progressive collapse potential in steel moment resisting frame vol.12, pp.5, 2017, https://doi.org/10.12989/eas.2017.12.5.529
  4. Determination of the interaction between a masonry wall and a confining frame vol.167, pp.None, 2014, https://doi.org/10.1016/j.engstruct.2018.04.001
  5. Study on failure mechanism of multi-storeyed reinforced concrete framed structures vol.6, pp.1, 2014, https://doi.org/10.12989/acd.2021.6.1.1
  6. Shearing of infill masonry walls under lateral and vertical loading vol.38, pp.None, 2014, https://doi.org/10.1016/j.jobe.2021.102147