Earthquakes and Structures

  • 제11권1호
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  • Pages.179-193
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  • 2016
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Evaluation of combination rules for multi-story buildings with asymmetric set-backs

  • Aksoylu, M. Gunhan (Istanbul Technical University, Civil Engineering Department) ;
  • Durgun, Yavuz (Istanbul Technical University, Civil Engineering Department) ;
  • Darilmaz, Kutlu (Istanbul Technical University, Civil Engineering Department)
  • 투고 : 2015.04.03
  • 심사 : 2016.06.30
  • 발행 : 2016.07.25
⟨ 이전 논문 다음 논문 ⟩

초록

The effectiveness of 100/30, 100/40 and SRSS directional combination rules on the response of asymmetric setback buildings is examined. Because of the irregularity in setback buildings, the maximum seismic response would be correlative with the direction of earthquake. To verify the directional combination rules of mode superposition methods, the time history analyses of setback buildings to real earthquake records are carried out. Example analyses have been used to compare the validty and accuracy of SRSS and percentage methods for frame and dual frame-wall systems.

키워드

과제정보

연구 과제 주관 기관 : ITU

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피인용 문헌

  1. Estimating seismic response under bi-directional shaking per uni-directional analysis: Identification of preferred angle of incidence vol.106, 2018, https://doi.org/10.1016/j.soildyn.2017.12.022