20Jan 2017
A STUDY OF TORSIONAL EFFECT ON MULTI-STORIED BUILDING WITH PLAN-IRRGULARITY.
- Asst.Professor, Department of Civil Engineering, ADCET, ASHTA.
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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.
- 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
- 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
- Mahdi & V. Soltangharaie “Static and Dynamic Analyses of Asymmetric Reinforced Concrete Frames” 15 WCEE, LISBOA 2012
- 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
- IS:1893(Part-1):2002 Criteria for earth quake resistant design of structure.
[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 (Jan). 1625-1632] (ISSN 2320-5407). www.journalijar.com
Subodh.S.Patil, Ajim G Mujawar,Pritam.A.Mali,Murugesh.R.Katt
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