International Journal of Engineering
Trends and Technology

Research Article | Open Access | Download PDF

Volume 32 | Number 1 | Year 2016 | Article Id. IJETT-V32P210 | DOI : https://doi.org/10.14445/22315381/IJETT-V32P210

Structural Analysis of Multistory Building of Different shear Walls Location and Heights


Ms. Priyanka Soni, Mr. Purushottam Lal Tamrakar, Vikky Kumhar

Citation :

Ms. Priyanka Soni, Mr. Purushottam Lal Tamrakar, Vikky Kumhar, "Structural Analysis of Multistory Building of Different shear Walls Location and Heights," International Journal of Engineering Trends and Technology (IJETT), vol. 32, no. 1, pp. 50-57, 2016. Crossref, https://doi.org/10.14445/22315381/IJETT-V32P210

Abstract

Shear walls are structural systems which provide stability to structures from lateral loads like wind, seismic loads. These structural systems are constructed by reinforced concrete, plywood/timber unreinforced masonry, reinforced masonry at which these systems are sub divided into coupled shear walls, shear wall frames, shear panels and staggered walls. The present paper work was made in the interest of studying and analysis of various research works involved in enhancement of shear walls and their behaviour towards lateral loads. As shear walls resists major portions of lateral loads in the lower portion of the buildings and the frame supports the lateral loads in the upper portions of building which is suited for soft storey high rise building, building which are similar in nature constructed in India, As in India base floors are used for parking and garages or officers and upper floors are used for residential purposes.


Keywords

Multistory building (G + Structure), Shear wall, STAAD. Pro etc.

References

[1] Kulkarni J.G., Kore P. N., S. B. Tanawade, “Analysis of Multi-storey Building Frames Subjected to Gravity and Seismic Loads with Varying Inertia” ISSN: 2277-3754, International Journal of Engineering and Innovative Technology (IJEIT) Volume 2, Issue 10, April 2013 Page 132.
[2] D.V.Bangara,Raju1,Chandan, “COMPARITIVE STUDY OF RESPONSE OF MULTI STOREY BUILDINGS SUBJECTED TO EARTHQUAKE FORCES WITH AND WITHOUT DAMPERS”, International Journal of Research in Engineering and Technology, ISSN: 2321-7308 Volume: 04 Special Issue: 01, NCRTCE-2014, Page 91
[3] E. Pavan Kumar1, A. Naresh2, M. Nagajyothi3, M. Rajasekhar4, “Earthquake Analysis of Multi Storied Residential Building”, Journal of Engineering Research and Applications,ISSN : 2248-9622, Vol. 4, Issue 11( Version 1), November 2014, page 59-64
[4] Mohit Sharma1, Dr.SavitaMaru2, “Dynamic Analysis of Multistoried Regular Building” , IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-ISSN: 2278-1684,p-ISSN: 2320-334X, Volume 11, Issue 1 Ver. II (Jan. 2014), PP 37-42.
[5] Pralobh S. Gaikwad and Kanhaiya K. Tolani, “Review Paper on Dynamic Analysis of Building”, International Journal of Current Engineering and Technology?? E-ISSN 2277 – 4106,Vol.5, No.1, 31 March 2015.
[6] Jawad Ahmed, H S Vidyadhar, „”Wind Analysis and Design of Multi Bay Multi Store 3D RC Frame”, IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-ISSN: 2278-1684, p-ISSN: 2320-334X, Volume 10, Issue 4 (Nov. - Dec. 2013), PP 01-07.
[7] PrakashSangamnerkar, Dr. S. K. Dubey, „”Static and Dynamic Behavior of Reinforced Concrete Framed Building”, International Journal of Engineering Research & Technology (IJERT),Vol. 2 Issue 9, September – 2013 ISSN: 2278-0181
[8] O. Esmaili1 S. Epackachi2 M. Samadzad3 and S.R. Mirghaderi4,“Study of Structural RC Shear Wall System in a 56 - Story RC Tall Building”14th World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China.
[9] IS 1893(Part 1):2002 “Criteria For Earthquake Resistant Design of Structures” BIS, New Delhi
[10] ETABS - v9.7 „Integrated Building Design Software Manual, CSI, USA.
[11] PankajAgarwal and Manish Shrikande “Earthquake Resistant Design Of Structures” PHI Learning Private Limited New Delhi 2010.
[12] S.K.Duggal “Earthquake Resistant Design of Structures” Oxford University Press, New Delhi 2010.

Time: 0.0013 sec Memory: 36 KB
Current: 1.89 MB
Peak: 4 MB