Kurhade Nikita T.,
R. S. Londhe,
- Student Department of Applied Mechanics, Government College of Engineering, Chh.Sambhajinagar (Aurangabad), Maharashtra, India
- Professor Department of Applied Mechanics, Government College of Engineering, Chh.Sambhajinagar (Aurangabad), Maharashtra, India
Abstract
This study investigates the dynamic behavior of shear walls in high-rise buildings, focusing on the impact of varying parameters like aspect ratio, geometry, and continuous-discontinuous structures. By accurately identifying and quantifying various loads and conducting comprehensive structural analysis. The high-rise complex features reinforced concrete shear walls designed to resist lateral forces, ensuring safety and stability.This topic is chosen because the dynamic behavior of shear walls in high-rise buildings is critical for ensuring structural integrity and stability against lateral forces like wind and earthquakes. By investigating aspects such as aspect ratio, geometry, and continuous-discontinuous wall structures, this study aims to optimize the design and placement of shear walls. Low Aspect Ratio Walls having best performance due to high stiffness. Continuous Wall having high stability and load distribution than Discontinuous Wall. C-Shaped, I-Shaped, T-Shaped and T-Shaped walls are good for design and structural stability but the displacement in minimum in this shaped.
Keywords: Shear wall, Stability, Parameter, Aspect Ratio, Geometry, Lateral Displacement, Base Shear, Response Spectrum Method, High Rise Structures, Comparative Study
[This article belongs to Recent Trends in Civil Engineering & Technology(rtcet)]
References
1. Adam S. Lubell, Helmut G. L. Prion, Carlos E. Ventura, Mahmoud Rezai, “Unstiffened Steel Plate Shear Wall Performance Under Cyclic Loading”, ASCE, Volume 126, April 2000, pp. 453-460.
2. Z.P. Wena, Y.X. Hua, K.T. Chau, “Site effect on vulnerability of high-rise shear wall buildings under near and far field earthquakes”, Elsevier, Volume 22, December 2002, pp. 1175-1188.
3. Hyun-Su Kima, Dong-Guen Leea, Chee Kyeong Kimb, “Efficient Three-Dimensional Seismic Analysis of a High-Rise Building Structure with Shear Walls”, Elsevier, Volume 27, May 2005, pp. 963-976.
4. Han-Seon Lee, Dong-Woo Ko, “Seismic response characteristics of high-rise RC wall buildings having different irregularities in lower stories”, Elsevier, Volume 29, Febuary 2007, pp. 3149–3167.
5. R.K.L. Su, S.M. Wong, “Seismic behaviour of slender reinforced concrete shear walls under high axial load ratio”, Elsevier, Volume29, Octomber 2007, pp. 1957–1965.
6. M.M. Alinia, R. S. Shirazi, “On the Design of Stiffeners In Steel Plate Shear Walls”, Elsevier, Volume 65, November 2009, pp. 2069-2077.
7. L. Carpinteri, M. Corrado, G. Lacidogna, S. Cammarano, “Lateral load effects on tall shear wall structures of different height”, Elsevier, Volume 41, November 2012, pp. 313-337.
8. D. Zou, T. Liu, J. Teng, Chengcheng D., B. Li, “Influence Of Creep And Drying Shrinkage of Reinforced Concrete Shear Walls on The Axial Shortening of High-Rise Buildings”, Elsevier, Volume 55, March 2014, pp. 46-56.
9. G.S Hiremath, Md Saddam Hussain, “Effect of Change in Shear Wall Location with Uniform and Varying Thickness in High Rise Building”, Elsevier, Volume 3, October 2014, pp. 148-154.
10. G. V. Rama Rao, N. Gopalakrishnan, K. P. Jaya, K. Muthumani, G. R. Reddy, Y. M. Parulekar, “Studies on Nonlinear Behavior of Shear Walls of Medium Aspect Ratio under Monotonic and Cyclic Loading”, ASCE, Volume 30, December 2014, pp. 125-132.
11. S. Sengupta, “Study of Shear Walls in Multistoried Buildings with Different Thickness and Reinforcement Percentage for All Seismic Zones In India”, Elsevier, Volume 3, November 2014,pp. 2319-2321.
12. Alireza F., Jeffrey A. Laman, “Behavior prediction of corrugated steel plate shear walls with openings”, Elsevier, Volume 144, July 2015, pp. 258-268.
13. S. J. Hilo, W.H. Wan Badaruzzaman, S.A. Osman, Ahmed W. Al-Zand, Marwan S., Q.A. Hasan, “A state-of-the-art review on double-skinned composite wall systems”, Elsevier, Volume 97, September 2015, pp. 74-100.
14. M. Khanmohammadi, S. Heydari, “Seismic behavior improvement of reinforced concrete shear wall buildings using multiple rocking systems”, Elsevier, Volume 100, 1 October 2015, Pp 577-589
15. Yun-tian Wu, Dao-yang Kang, Yeong-Bin Yang, “Seismic Performance Of Steel And Concrete Composite Shear Walls With Embedded Steel Truss For Use In High- Rise Buildings”, Elsevier, Volume 125, October 2016, pp. 39-53
16. B. Wang, H. Jiang, Xilin L., “Seismic Performance Of Steel Plate Reinforced Concrete Shear Wall And Its Application In China”, Elsevier, Volume 131, April 2017, pp. 132-143.
17. [17]D.T.W. Looi, R.K.L. Su, Cheng, H.H. Tsang, “Effects of axial load on seismic performance of reinforced concrete walls with short shear span”, Elsevier, Volume151, August 2017, pp. 312-326.
18. Nader A., Khaled G., “Seismic performance and height limits of ductile reinforced masonry shear wall buildings with boundary elements”, Elsevier, Volume 190, February 2019, pp. 178-188.
19. IS: 456- 2000, “Code of Practice for Plain and Reinforced Concrete”, fourth edition, 2000, New Delhi
20. IS:1893-2016, “Criteria for Earthquake Resistant Design of Structures”, Sixth Revision, 2016, New Delhi
21. IS 875 (PART-I, II, III) 1987, “Code of Practice for Design Loads for Building and Structures”, Bureau of Indian Standard, New Delhi.
Recent Trends in Civil Engineering & Technology
| Volume | 14 |
| Issue | 02 |
| Received | June 1, 2024 |
| Accepted | July 9, 2024 |
| Published | July 10, 2024 |