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Published September 21, 2019 | Version v1
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Evaluation of Vertical Member Stiffness of Framed Buildings under Seismic Forces

Authors/Creators

  • 1. Research Scholar, Department of Civil Engineering, Maulana Azad National Institute of Technology, Bhopal, Madhya Pradesh, India
  • 2. Professor, Department of Civil Engineering, Maulana Azad National Institute of Technology, Bhopal, Madhya Pradesh, India
  • 3. Assistant Engineer, M. P. Housing and Infrastructure Development Board, Bhopal, Madhya Pradesh, India

Description

The objective of this study is to assess the comparative behavior of vertical stiffness members; columns of buildings having different column shapes; square, circular and rectangular, under the seismic loadings. This paper represents the study to identify the influences of column sizes and shapes as its contribution to the natural time period of the building. As an adopted methodology, the seismic performance of the reinforced cement concrete framed buildings up to G+10 storey has been evaluated with the different sizes and shapes (keeping the cross-sectional area unchanged for the different shapes) of the column. For analysis of buildings, commercially available software STAAD.Pro has been used and the tabulated results of the time period of buildings have been presented as the results as per different configuration of structure under different mode of vibration. The study recommends evaluating the dynamic behavior of the shape of the considered structural member for response quantity is better than merely providing the member fulfilling the current need of the structure under architectural considerations.

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Additional details

References

  • Abrar Ahmed, Shaik Abdulla, Syed Arfat (2015), "Seismic analysis on building with horizontal and vertical irregularities", International Journal of Advanced Engineering and Research Development, Volume 4, Issue 9, pp. 545−556.
  • H Bhatia, A Chaurasia, S Pal, SS Patel (2016), "Effect of infill on RCC building", International Journal of Civil Engineering and construction structures, Volume 1, Issue 3, pp. 200−208.
  • Indian Standards Criteria for Earthquake resistant dIndian esign of structures-Part-1, General Provisions and Buildings, IS 1893(Part 1): 2016, Bureau of Indian Standards, New Delhi.
  • Indian standard code of practice for structural safety loadings standards IS-875- 1987 (Part-1, 2), Bureau of Indian Standards, New Delhi.
  • Mehmet Metin Kose (2009), "Parameters affecting the fundamental period of RC buildings with infill walls", Engineering Structures, Volume 31, pp. 93−102.
  • S Varadharajan, VK Sehgal, C Saini (2014), "The fundamental time period of RC buildings", Islamic Society of Scientific Research, Concrete Research Letters, Volume 5, Issue 4, pp. 901−935.
  • Sudhir K Jain, Vijay K Saraf, Bhanu Mehrotra (1997), "Experimental evaluation of fundamental period of reinforced concrete framed buildings with brick infills", Journal of Structural Engineering, Volume 23, Issue 4, pp. 189−196.

Subjects

Civil Engineering
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