Published May 30, 2023 | Version CC BY-NC-ND 4.0
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Study of Progressive Collapse of Precast Steel Reinforced Concrete Building

  • 1. Department of Civil Engineering, Faculty of Engineering & Technology, Jamia Millia Islamia University, New Delhi, India.
  • 2. Department of Civil Engineering, Faculty of Engineering & Technology, Jamia Millia Islamia University, New Delhi, India

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  • 1. Department of Civil Engineering, Faculty of Engineering & Technology, Jamia Millia Islamia University, New Delhi, India.

Description

Abstract: Progressive collapse starts when any load-carrying elements of the building collapse during extreme loading, such as earthquakes, blasts, or fire. The Precast Steel Reinforced Concrete (PSRC) buildings comprise of precast RCC columns and steel girders. These structural elements are connected to form a moment-resisting frame and are susceptible to progressive collapse. However, this structural system has the advantage of inherent stiffness and damping during lateral loads and is also known for its construction efficiency, lightweight and low cost. Earlier investigations have shown PSRC systems useful in designing and constructing buildings while maintaining ample strength and high ductility during seismic incidents. Despite much previous research, the PSRC structural system's use is limited in high seismic regions. This paper aims to study the progressive collapse of the PSRC building using non-linear dynamic analysis and U.S. General Service Administration (GSA) guidelines during extreme loading. Two structures are studied to validate the performance of progressive collapse of PSRC and RCC structures. Four-story PSRC and RCC buildings are designed according to Indian Codes of practice. Design columns under provisions of the Indian reinforced concrete structures code, and beams are designed according to the Indian steel construction code. Comparative studies of progressive collapse for the two buildings are presented.

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Journal article: 2277-3878 (ISSN)

References

  • C. Pearson and N. Delatte, "Ronan Point Apartment Tower Collapse and its Effect on Building Codes," Journal of Performance of Constructed Facilities, vol. 19, no. 2, pp. 172–177, 2005, doi: 10.1061/(ASCE)0887-3828(2005)19:2(172).
  • L. G. Griffis, "Some design considerations for composite-frame structures," Engineering Journal, AISC, pp. 59–64, 1986.
  • T. M. Sheikh, J. A. Yura, J. O. Jirsa, and P. M. Ferguson, "MOMENT CONNECTIONS BETWEEN STEEL BEAMS AND CONCRETE COLUMNS A er an Instllute of Slee Cons 'ucflo'l," 1987.
  • [X. Liang, G. J. Parra-montesinos, and J. K. Wight, "3 th World Conference on Earthquake Engineering SEISMIC BEHAVIOR OF RCS BEAM-COLUMN-SLAB SUBASSEMBLIES DESIGNED FOLLOWING A CONNECTION DEFORMATION-BASED CAPACITY DESIGN APPROACH."
  • S. S. F. Mehanny, G. Heger, P. Cordova, and G. G. Deierlein, "SEISMIC DESIGN OF COMPOSITE MOMENT FRAME BUILDINGS-CASE STUDIES AND CODES IMPLICATIONS."
  • B. N. Michael Bugeja, S. Member, J. M. Bracci, W. P. Moore Jr, and H. Member, "SEISMIC BEHAVIOR OF COMPOSITE RCS FRAME SYSTEMS," 2000.
  • N. Baba and Y. Nishimura, "SEISMIC BEHAVIOR OF RC COLUMN-S BEAMMOMENT FRAMES."
  • H. Noguchi and K. Uchida, "Finite Element Method Analysis of Hybrid Structural Frames with Reinforced Concrete Columns and Steel Beams", doi: 10.1061/ASCE0733-94452004130:2328.
  • P. P. Cordova and G. G. Deierlein, "VALIDATION OF THE SEISMIC PERFORMANCE OF COMPOSITE RCS FRAMES: FULL-SCALE TESTING, ANALYTICAL MODELING, AND SEISMIC DESIGN By," no. 155, 2005.
  • M. Inel and H. B. Ozmen, "Effects of plastic hinge properties in nonlinear analysis of reinforced concrete buildings," Eng Struct, vol. 28, no. 11, pp. 1494–1502, Sep. 2006, doi: 10.1016/j.engstruct.2006.01.017.
  • O. M. A. T. S. J. M.Mouzzoun, "Seismic performance assessment of reinforced concrete buildings using pushover analysis," IOSR Journal of Mechanical and Civil Engineering, vol. 5, no. 1, pp. 44–49, 2003.
  • J. Nicoletti, J. A. Blume, S. Francisco, and R. Wright, "Pennsylvania (representing the Building Officials and Code Administrators International)."
  • R. W. Niewiarowski and C. Rojahn, "Seismic Evaluation and Retrofit of Concrete Buildings.

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ISSN: 2277-3878 (Online)
https://portal.issn.org/resource/ISSN/2277-3878#
Retrieval Number: 100.1/ijrte.A76170512123
https://www.ijrte.org/portfolio-item/A76170512123/
Journal Website: www.ijrte.org
https://www.ijrte.org
Publisher: Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP)
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