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  Authors

Bindiyab Amerbin Naser,Mrs. Ansari Fatima Uz Zehra

  Keywords

The literature on structural control systems, particularly in seismic and wind-prone environments, has advanced significantly. Various studies have explored the performance of high-rise buildings equipped with damping devices and other seismic control systems. Research has demonstrated that integrating viscous dampers, tuned mass dampers (TMDs), and other control mechanisms can improve structural resilience, reduce vibrations, and enhance occupant comfort. Wind tunnel experiments and computation

  Abstract


The literature on structural control systems, particularly in seismic and wind-prone environments, has advanced significantly. Various studies have explored the performance of high-rise buildings equipped with damping devices and other seismic control systems. Research has demonstrated that integrating viscous dampers, tuned mass dampers (TMDs), and other control mechanisms can improve structural resilience, reduce vibrations, and enhance occupant comfort. Wind tunnel experiments and computational methods have been effective in analyzing wind-induced responses in tall buildings, offering cost-effective solutions for urban high-rise designs. Moreover, seismic studies on buildings with irregular configurations highlight the efficiency of base isolators, viscous dampers, and hybrid systems in mitigating seismic damage, especially during mainshock-aftershock sequences. Optimization techniques, including metaheuristic algorithms and energy-based methods, have been successfully applied to enhance damper placement and performance in both regular and irregular structures. Furthermore, simplified design methodologies for integrating damping devices into reinforced concrete structures have proven effective in retrofitting older buildings and achieving compliance with modern seismic codes. Comparative studies on different damping systems, such as fluid viscous dampers and buckling-restrained braces (BRBs), emphasize the importance of selecting the right system based on the building's dynamic requirements. Life-cycle cost analysis (LCCA) has been used to evaluate the economic viability of control systems, showing that despite higher initial costs, devices like TMDs provide long-term savings through reduced repair and maintenance costs. Overall, these findings are based on a thorough review of 27 research papers, underlining the importance of innovative seismic and wind control systems in enhancing the structural integrity and safety of high-rise buildings in seismic and wind-prone areas.

  IJCRT's Publication Details

  Unique Identification Number - IJCRT2411561

  Paper ID - 272721

  Author type - Indian Author

  Page Number(s) - e968-e975

  Pubished in - Volume 12 | Issue 11 | November 2024

  DOI (Digital Object Identifier) -   

  No Of Downloads - 136

  Author Country - India, -, -, -, -, Science and Technology

  Publisher Name - IJPUBLICATION | www.ijcrt.org | ISSN : 2320-2882

  E-ISSN Number - 2320-2882

  Published Paper PDF : - http://www.ijcrt.org/papers/IJCRT2411561

  Published Paper URL: : - http://ijcrt.org/viewfull.php?&p_id=IJCRT2411561

  Published Paper PDF Downlaod: - download.php?file=IJCRT2411561

  Cite this article

Bindiyab Amerbin Naser,Mrs. Ansari Fatima Uz Zehra,   "Literature Review on Seismic response of a high-rise building with fluid viscous damper and determination of optimum location and height of dampers", International Journal of Creative Research Thoughts (IJCRT), ISSN:2320-2882, Volume.12, Issue 11, pp.e968-e975, November 2024, Available at :http://www.ijcrt.org/papers/IJCRT2411561.pdf

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