Vol. 5 (01) pp. 1625-1632 DOI: 10.21474/IJAR01/2928

A STUDY OF TORSIONAL EFFECT ON MULTI-STORIED BUILDING WITH PLAN-IRRGULARITY.

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  • Asst.Professor, Department of Civil Engineering, ADCET, ASHTA.
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Abstract

In this paper seismic performance of multistory building is check with asymmetrical plan. At re-entrant corner maximum damage is occur during earthquake. A G+20 and G +22 building having plan Asymmetry is modeled in finite element analysis using STADD-Pro v8i.Accenditial torsional load is applied with reference to 1893(part-1)-2002.In this paper we provide architectural relief and providing shear wall at re-entrant corner in the buildings.

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References

  1. Sandesh N. Suryawanshi1, Prof. S. B. Kadam2, Dr. S. N. Tande3,(2014), Torsional Behaviour of Asymmetrical Buildings in Plan under Seismic Forces, Volume 2, 170-176
  2. B. G. Naresh Kumar, Avinash Gornale and Abdullah Mubashir “Seismic Performance Evaluation of R c-Framed Buildings - An Approach to Torsionally Asymmetric Buildings” IOSR Journal of Engineering (IOSRJEN) ISSN: 2250-3021 Volume 2, Issue 7(July 2012), PP 01-12
  3. Mahdi & V. Soltangharaie “Static and Dynamic Analyses of Asymmetric Reinforced Concrete Frames” 15 WCEE, LISBOA 2012
  4. Sachin G. Maske, Dr. P. S. Pajgade “Torsional Behaviour of Asymmetrical Building” International Journal of Modern Engineering Research (IJMER) www.ijmer.com Vol.3, Issue.2, March-April. 2013 pp-1146-1149 ISSN: 2249-664
  5. IS:1893(Part-1):2002 Criteria for earth quake resistant design of structure.

How to Cite This Article

Subodh. S. Patil, Ajim G Mujawar, Pritam. A. Mali and Murugesh. R. Katti.. (2017); A STUDY OF TORSIONAL EFFECT ON MULTI-STORIED BUILDING WITH PLAN-IRRGULARITY., Int. J. of Adv. Res., 5 (01), 1625-1632, ISSN 2320-5407. DOI: https://doi.org/10.21474/IJAR01/2928

Corresponding Author

Subodh.S.Patil, Ajim G Mujawar,Pritam.A.Mali,Murugesh.R.Katt
Asst.Professor,Asst.Professor,Asst.Professor,Asst.Professor
Creative Commons Attribution 4.0 This work is licensed under a Creative Commons Attribution 4.0 International License.