International Journal for Research in Applied Science & Engineering Technology (IJRASET) ISSN: 2321-9653; IC Value: 45.98; SJ Impact Factor: 7.429 Volume 8 Issue V May 2020- Available at www.ijraset.com V. From the above study following conclusion can be drawn: A. B. C. D. E.
CONCLUSION
Lateral displacement for storey 13 is maximum in case of all models Storey drift is maximum in storey 1 for all models Storey shear is also maximum in case of storey 1 as compared to other models Storey stiffness is maximum in storey 2 Time period is minimum for mode 12 REFERENCES
[1]
Castro, P.T Laursen, D.C Jansen, “Performance of interlocking compressed earth block infill in confined masonry construction” Journal of Earthquake Engineering, July 2014, Pgs: 1-13. [2] S. Pujol and D. Fick, “The test of a full-scale three-story RC structure with masonry infill walls”, Science Direct, Volume 32, Issue 10, October 2010, Pages 3112–3121. [3] A. Madan, and M. Reinhorn, “ Modeling of masonry infill panels for structural analysis” Journal of Structural Engineering,2011, pages:1295-1302. [4] Cemalettin Dönmez and M. Alper Çankaya “Effect of Infill Walls on the Drift Behavior of Reinforced Concrete Frames Subjected to Lateral-Load Reversals”, Journal of Earthquake Engineering, Volume 17, Issue 5, 2013. [5] Kashif Mahmud, Rashadul Islam and Al-Amin "Study of the Reinforced Concrete Frame with Brick Masonry Infill due to lateral loads", International Journal of Civil and Environmental Engineering, Volume 10, Issue 4, August 2010, Pages 35-40. [6] Polyakov S.V, “Masonry in Framed Buildings”, Moscow, 1956. [7] Xia Liu, Liang, "Research on the Mechanical Properties of Frame Structure Staircase Setting Isolation Bearing", MATEC web Conferences, 22, 2015. [8] Ajagbe, Rufai, Labiran, "Finite Element Analysis of a Free standing staircase", Nigerian Journal of Technology (NIJOTECH), Volume 33, Issue 4, 2014. [9] Cao, Bian, Chun-Yi XU, "Analysis of the Interaction between Stair and Frame under Horizontal Earthquake Action Based on ETABS", International Conference on Mechanics and Civil Engineering, ICMCE, 2014. [10] Baqi, Mohammad, "Effect of U-Turn in Reinforced Concrete Dog-Legged Stair Slabs", International Journal of Civil and Environmental Engineering, Vol. 7, No. 6, 2013. [11] Wang, Ma, "Frame Structure the Design of Stair Analysis", Advanced Materials Research, Vol. 663, pp. 116-119, 2013.
©IJRASET: All Rights are Reserved
2604
