Design of R.C.C. Framed Structure Considering the Effect of Stiffness of Slab A Review

Authors

  • Bhojram RSR Rungta College of engineering and Technology Bhilai, Madhya Pradesh, India Author
  • Pradeep Kumar Nirmal RSR Rungta College of engineering and Technology Bhilai, Madhya Pradesh, India Author
  • Lokesh Singh RSR Rungta College of engineering and Technology Bhilai, Madhya Pradesh, India Author

Keywords:

STAAD Software, Storey Building, Solid Slab

Abstract

The slab is a crucial structural component and one of the members that uses the most concrete. The slab thickness increases as the load on it increases or as the space between columns becomes more clear. Due to the increased consumption of materials like steel and concrete, the slab's self-weight increases. Therefore, by taking the slab's stiffness into account, the self-weight of the slab can be reduced. The ability of a structure to withstand deformation is indicated by its stiffness.
The purpose of this study is to comprehend how moments created in columns behave when the slab's stiffness is taken into account. The behaviour of floor slabs in the frame as a result of vertical loading and the moments created in columns was the major focus of the current paper. The frame has been modelled using STAAD software both with and without taking slab stiffness into account.
              

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References

K.V.G.D. Balaji, “Effect of solid slabs on Loads and moments induced in columns of multistoried frames.” International Journal of Engineering and Technical Research (IJETR) ISSN: 2321-0869 (O) 2454-4698 (P), Volume-3, Issue-7, July 2015.

By Maria Anna Polakl, “Effective stiffness model for reinforced concrete slab.” J. Struct. Eng., 1996. [3] Izuru Takewaki, M.ASCE1, “Robust Building Stiffness Design for Variable Critical Excitations.” J. Struct. Eng., 2002.

Tim Gudmand-Høyer, “Stiffness of concrete slabs.” 2004.

N. Caterino*1a, E. Cosenza2b, B.M. Azmoodeh1c , “Approximate methods to evaluate storey stiffness and interstory drift of RC buildings in seismic area.” April 2013.

Tianjian Ji, “Concepts for designing stiffer structures.”

Yogesh Tambe*1, Prashant Kulkarani*2, “Parametric study of solid slab and voided slab.” 2015.

Endah Wahyuni1 and Tianjian Ji2. “Relationship between Static Stiffness and Modal Stiffness of Structures.” May 2010.

IS Code 456-2000 code of practice for plain and reinforced concrete bureau of Indian Standards. New Delhi.

http://onlinelibrary.wiley.com/

http://www.sciencedirect.com/

http://www.ascelibrary.org/

http://www.google.com/

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Published

07-11-2022

Issue

Section

Research Articles

How to Cite

Bhojram, Nirmal, P. K., & Singh, L. (2022). Design of R.C.C. Framed Structure Considering the Effect of Stiffness of Slab A Review . International Journal of Scientific Research in Civil Engineering, 6(6), 22-24. https://ijsrce.com/index.php/home/article/view/IJSRCE22664

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