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  Published Paper Details:

  Paper Title

A REVIEW ON HIGH RISE STRUCTURE HAVING SHEAR WALLS SUBJECTED TO LATERAL LOADS

  Authors

  Kumar gandharv,  Dolendra Patel

  Keywords

Earthquake, Shear wall, Lateral forces, Behavior

  Abstract


Civil engineering is concerned with the construction of various types of structures while ensuring their safety, durability, and serviceability. "Earthquake" is now a phenomenon that affects the safety and serviceability of structures. The amount of damage caused by an earthquake to structures is determined by the type of building, the type of soil, the technology used for earthquake resistance, and, finally, the location of the building with shear wall. The effects of an earthquake are heavily dependent on the type of soil in which the foundation of a building is built, because an earthquake changes the motion of the ground, resulting in foundation failure. As a result, it is critical to investigate the behavior of various soils during the construction of structures having shear walls. The past work proofs that Shear walls can withstand earthquakes. It improves the structural performance of building subjected to lateral forces due to earthquake excitation. This study focuses on behavior of different types of shear wall impact on structures.

  IJCRT's Publication Details

  Unique Identification Number - IJCRT2211117

  Paper ID - 227399

  Page Number(s) - b70-b75

  Pubished in - Volume 10 | Issue 11 | November 2022

  DOI (Digital Object Identifier) -   

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

  E-ISSN Number - 2320-2882

  Cite this article

  Kumar gandharv,  Dolendra Patel,   "A REVIEW ON HIGH RISE STRUCTURE HAVING SHEAR WALLS SUBJECTED TO LATERAL LOADS", International Journal of Creative Research Thoughts (IJCRT), ISSN:2320-2882, Volume.10, Issue 11, pp.b70-b75, November 2022, Available at :http://www.ijcrt.org/papers/IJCRT2211117.pdf

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ISSN: 2320-2882
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Journal Starting Year (ESTD) : 2013
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ISSN and 7.97 Impact Factor Details


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ISSN: 2320-2882
Impact Factor: 7.97 and ISSN APPROVED
Journal Starting Year (ESTD) : 2013
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