Advances in Computational Design

  • 제1권3호
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  • Pages.221-234
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  • 2016
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  • 2383-8477(pISSN)
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  • 2466-0523(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Seismic assessment of slender high rise buildings with different shear walls configurations

  • 투고 : 2016.01.01
  • 심사 : 2016.04.29
  • 발행 : 2016.07.25
⟨ 이전 논문 다음 논문 ⟩

초록

The present study dictates the behavior of shear wall under a seismic event in slender high rise buildings, and studies the effect of height, location and distribution of shear wall in slender high rise building with and without boundary elements induced by the effect of an earthquake. Shear walls are located at the sides of the building, to counter the earthquake forces. This study is carried out in a 12 storeys building using SAP2000 software. The obtained results disclose that the behavior of the structure is definitely affected by the height and location of shear walls in slender high rise building. The stresses are concentrated at the limit between the shear wall region and the upper non shear wall especially for shear walls without columns. Displacements are doubled between the shear wall region and the upper non shear wall especially for shear walls without columns.

키워드

참고문헌

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피인용 문헌

  1. Relationships for prediction of backstay effect in tall buildings with core-wall system vol.5, pp.1, 2016, https://doi.org/10.12989/acd.2020.5.1.035