Analysis of a Mid Rise Structure Considering Floating Column with Different Arrangements of Beams below using staad.pro

Authors(2) :-Awaneesh Nema, Vedant Shrivastava

Floating columns are one of the important aspects of multi-storey structures due to their various advantages thus seem to be unavoidable. Floating columns are generally not found reliable in seismic prone areas. This research is followed towards analyzing the performance of floating columns structure considering different beam arrangements prone to seismic load. The research was focused on analyzing the effects of floating columns when supported on various pattern of beams in a G+6 storey structure in considering seismic zones III and soft soil condition using Staad.Pro.v8i. The analysis of floating columns was done considering the parameters namely the base shear, storey displacement, storey drift and storey acceleration concerning subject multi-storey structure with different placement of supporting beam just below the floating columns.

Authors and Affiliations

Awaneesh Nema
P.G. Scholar, Department of Civil Engineering, Gyan Ganga Institute of Technology & Sciences, Jabalpur, Madhya Pradesh, India
Vedant Shrivastava
Assistant Professor, Department of Civil Engineering, Gyan Ganga Institute of Technology & Sciences, Jabalpur, Madhya Pradesh, India

Floating columns, STAAD.Pro, Story drift, Base shear, Story displacement

  1. S. Raja Reddy, B. Sarath Chandra Kumar, A. Monica, [Comparitive Study on Behaviour of Deep Beams], International Journal of Recent Technology and Engineering (IJRTE), ISSN: 2277-3878, Volume-7, Issue-6C2, April 2019.
  2. S. K. Kulkarni, S. S. Patil and S. A. Halkude, [Analysis And Design Of R.C. Deep Beams Using Finite Strip Method & I.S. 456 -2000 –A Comparative Study Supported By Experimental Investigation], International Journal of Engineering Research & Technology (IJERT), ISSN: 2278-0181, Vol. 2 Issue 4, April – 2013.
  3. Shanmathi Sridhar, A. Leema Rose, [Performance Evaluation of Post-Tensioned Concrete Beams with Bonded System], International Journal of Innovative Technology and Exploring Engineering (IJITEE), ISSN: 2278-3075, Volume-8 Issue-7 May, 2019.
  4. Sabale, V.D., Borgave, M.D. and Joshi, P.K., 2014. “Nonlinear finite element analysis of deep beam”. International Journal of Engineering Research and Technology, Vol-5, p.3.
  5. Suresh, D.G. and Kulkarni, S., 2016. “Experimental study on behaviour of RC deep beams”. International Research Journal of Engineering and Technology (IRJET), Vol- 6(2).pp.4
  6. T.Hari prasadh and T.Anand, [SEISMIC EVALUATION OF BUILDINGS WITH POSTTENSIONED BEAMS BY NON-LINEAR STATIC ANALYSIS], International Research Journal of Engineering and Technology (IRJET), Volume: 05 Issue: 04 | Apr-2018.
  7. T.H. Kim, J.H. Cheon and H.M. Shin, [Evaluation of behavior and strength of prestressed concrete deep beams using nonlinear analysis], Computers and Concrete, Vol. 9, No. 1 (2012) 63-79.
  8. Umesh Wani and Sanjay Bhadke, [Deep Beam Analysis Using FEM Program and ANSYS for ISO-parametric elements], International Journal of Innovative Research in Science, Engineering and Technology, Vol. 6, Special Issue 11, May 2017.
  9. Vathsala and H N Jagannath Reddy, [An Experimental and Analytical Investigation of Post-Tensioned Concrete Beam Strengthened Using GFRP Sheet], International Journal of Engineering Research & Technology (IJERT), ISSN: 2278-0181, Vol. 3 Issue 1, January – 2014.
  10. Wai Chi Mun, AhemadRivai, OmarBapokutty“Effects of elements on linear elastic stress analysis: A Finite Element Approach”. IJRET: International Journal of Reaserch in Engineering and TechnologyVolume:2 Issue:10-Oct 2013.
  11. Yousif Jabbar Lafta and Kun Ye, [Experimental Investigation of Shear Behavior of Deep RC T-beams Under Indirect Loading], British Journal of Applied Science & Technology, 15(5): 1-19, 2016, Article no.BJAST.25264, ISSN: 2231-0843, NLM ID: 101664541, 2016.
  12. Yousif J. Lafta” Structural Behavior of Indirectly Loaded Deep Beams with and without Web Opening” Ph. D thesis , Huazhong University of Science & Technology Wuhan 430074, P. R. China ( 2016).

Publication Details

Published in : Volume 5 | Issue 3 | May-June 2021
Date of Publication : 2021-06-30
License:  This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 130-137
Manuscript Number : IJSRCE215323
Publisher : Technoscience Academy

ISSN : 2456-6667

Cite This Article :

Awaneesh Nema, Vedant Shrivastava, "Analysis of a Mid Rise Structure Considering Floating Column with Different Arrangements of Beams below using staad.pro", International Journal of Scientific Research in Civil Engineering (IJSRCE), ISSN : 2456-6667, Volume 5, Issue 3, pp.130-137, May-June.2021
URL : https://ijsrce.com/IJSRCE215323

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