Reinforced Concrete Shear Wall System and its Effectiveness in Highrise Buildings
|International Journal of Civil Engineering|
|© 2020 by SSRG - IJCE Journal|
|Volume 7 Issue 4|
|Year of Publication : 2020|
|Authors : Vedant Mishra, Dr. M.P. Mishra|
How to Cite?
Vedant Mishra, Dr. M.P. Mishra, "Reinforced Concrete Shear Wall System and its Effectiveness in Highrise Buildings," SSRG International Journal of Civil Engineering, vol. 7, no. 4, pp. 14-18, 2020. Crossref, https://doi.org/10.14445/23488352/IJCE-V7I4P103
A shear wall has been the most common structure system used to stabilize building structures against horizontal forces caused by wind or earthquake. With the advent of reinforced concrete, shear wall systems have become widely used to stabilized efficiently, even the tallest building structures, by gaining concrete strength over 130MPa. A common shear wall system used for tall office buildings groups shear walls around the service core, elevator shafts and stairwells to form a stiff box structure. In contrast with office buildings, high-rise residential buildings have fewer demands for elevators, lobbies, and services. Hence, they do not usually have large stiff concrete shear wall boxes to resist horizontal forces. A more common system will incorporate a small box structure around a smaller number of elevators and stairwells and include discrete shear walls between apartments. To design shear wall arranged service core, the bending, shear, and warping stresses due to wind or earthquake loads are combined with stresses due to gravity loads. The box system's walls can then be designed as unit length wall spanning either floor to floor and between return walls.
Shear wall, High rise building, Box structure, Earthquake, Horizontal forces
 Aainawala, M. S. and Pajgade, P.S.,.,Design of Multistoried R.C.C. Buildings with and without Shear Walls., International Journal of Engineering Sciences and Research Technology, July, 3(7)(2014) 498-510.
 Bureau of Indian Standards: IS 1893 (part 1):Criteria for Earthquake Resistant Design of Structures: Part 1 General provisions and Buildings, New Delhi, India.,(2002).
 Bureau of Indian Standards: IS 13920:Ductile Detailing of Reinforced Concrete structures subjected to seismic forces, - code of practice, New Delhi, India.(1993).
 Firoozabad, E. S., Rao, K. R. M. & Bagheri, B.,. ,Effect of Shear Wall Configuration on Seismic Performance of Building., International Conference on Advances in Civil Engineering,( 2012) 121-125.
 T. Dinesh Kumar, Mohammed Ibrahim, Mohammed Ismail Pasha Quadri, Mohammed Sohail Ali, Syed Abdul Rahman, Mohammed Akbar Khan, Design and Analysis of High-Rise Building using STAAD Pro, SSRG International Journal of Civil Engineering 6(6) (2019) 7-14.
 Hiremath, G. S. and Hussain, M. S.,Effect of Change in Shear Wall Location with Uniform and Varying Thickness in High Rise Building., International Journal of Science and Research (IJSR),3(10)(2014) 284-288.
 Kumbhare, P. S. and Saoji, A. C.,Effectiveness of Changing Reinforced Concrete Shear Wall Location on Multi-storeyed Building., International Journal of Engineering Research and Applications (IJERA), II(5), (2012) 1072-1076.
 Lakshmi, K. O. et al.,Effect of shear wall location in buildings subjected to seismic loads., ISOI Journal of Engineering and Computer science, I(1)(2014) 07-17.
 Suresh, M. R. and Yadav, A. S.,The Optimum location of Shear Wall in High Rise R.C.C. building Under Later Loading., International Journal of Research in Engineering and Technology,I4(6)(2015) 184-190.
 Mishra V.,Seismic Analysis of Multi-storeyed R.C.C. Buildings with Soft-storey: A Critical review, in International Journal of Advanced and Innovative Research, (IJAIR), 5(5)(2016) (2278-7844)
 .M.P. Mishra, Dr. S. K. Dubey.,Seismic Drift control in soft storied R.C.C. buildings -Critical Review., International Journal of Engineering and Technical Research (IJETR) ISSN: 2321-0869 (O) 2454-4698 (P), 3(8)(2015).
 M.P. Mishra, Dr. S. K. Dubey.,Seismic Response of R.C.C. Multi-Storied Framed Buildings" International Journal of Advanced and Innovative Research (2278-7844) / # 128 / 4 (9).