SEISMIC BEHAVIOUR OF R.C.C BUILDING WITH AND WITHOUT FLOATING COLUMNS

Authors

  • E. ANUSHA M. Tech Student, Department of Civil Engineering, VTEC, Visakhapatnam, A.P
  • E. V. RAGHVA RAO Professor, Department of Civil Engineering, VTEC, Visakhapatnam, A. P.
  • N. CHENNA KESAVA Assistant Professor, Department of Civil Engineering, VTEC, Visakhapatnam, A.P

Keywords:

Floating Column, Earthquake,, Storey drift

Abstract

The main purpose of the project is to study the seismic behaviour of R.C.C building with and without floating column,G+5 structures has been selected for carrying out the project work. The building models are generated using software STAAD. Pro 8V. Seismic behaviour of structures or buildings subjected to earthquake induced motions and vibrations. They are transferred to the structures from the soil. A column is supposed to be a vertical member starting from foundation level and transferring the load to the ground. The term floating column is also a vertical element which at its lower level rests on a beam which is a horizontal member. Buildings with columns that hang or float on beams at an intermediate story and do not go all the way to the foundation, have discontinuities in the load transfer path.

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Published

2021-02-22

Issue

Vol. 3 No. 11 (2017): Journalnx

Section

Articles

License

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

How to Cite

SEISMIC BEHAVIOUR OF R.C.C BUILDING WITH AND WITHOUT FLOATING COLUMNS. (2021). JournalNX - A Multidisciplinary Peer Reviewed Journal, 3(11), 1-6. https://repo.journalnx.com/index.php/nx/article/view/2241