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A review on seismic analysis of a high-rise RCC building provided with the shear wall, bracing system, and combination of both.

  • Unique Paper ID: 164521
  • Volume: 10
  • Issue: 12
  • PageNo: 1897-1902
  • Abstract:
  • The analysis of an RCC structure with a shear wall, bracing system, and combination for a high-rise, G+30 RCC building in seismic zone III is presented in this manuscript review. The current need for high-rise building development is growing daily as a result of the city's increasing urbanization and land scarcity. A suitable structural system is always required for tall buildings in order to transfer lateral loads. There are various structural techniques that are typically employed to stabilize tall buildings. Outrigger systems, tube systems, bundled tube systems, core shear wall systems, fluid viscous damper systems, bracing systems, etc. are a few of them. Among these, lateral bracing systems are commonly utilized to meet serviceability and design objectives by increasing the lateral strength and stiffness of structures up to thirty to forty stories tall. The building's displacement capability is increased by the bracing system. Although these seismic provisions are frequently employed, this analysis will examine which one is best suited for stabilizing the RCC building based on the seismic zone. Seismic zone III analysis utilizing ETABs software will be done in this assignment. Examine the best location for the bracing system, shear wall, and combination of these effects in the RCC building, and then examine the reactions that resulted (base shear, story drift, and story displacement).
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Cite This Article

  • ISSN: 2349-6002
  • Volume: 10
  • Issue: 12
  • PageNo: 1897-1902

A review on seismic analysis of a high-rise RCC building provided with the shear wall, bracing system, and combination of both.

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