Coupled systems mechanics

  • 제4권1호
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  • Pages.19-36
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  • 2015
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  • 2234-2184(pISSN)
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  • 2234-2192(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Finite element simulation of traditional and earthquake resistant brick masonry building under shock loading

  • Daniel, A. Joshua (Department of Earthquake Engineering, Indian Institute of Technology) ;
  • Dubey, R.N. (Department of Earthquake Engineering, Indian Institute of Technology)
  • 투고 : 2014.05.05
  • 심사 : 2015.03.05
  • 발행 : 2015.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

Modelling and analysis of a brick masonry building involves uncertainties like modelling assumptions and properties of local material. Therefore, it is necessary to perform a calibration to evaluate the dynamic properties of the structure. The response of the finite element model is improved by predicting the parameter by performing linear dynamic analysis on experimental data by comparing the acceleration. Further, a nonlinear dynamic analysis was also performed comparing the roof acceleration and damage pattern of the structure obtained analytically with the test findings. The roof accelerations obtained analytically were in good agreement with experimental roof accelerations. The damage patterns observed analytically after every shock were almost similar to that of experimental observations. Damage pattern with amplification in roof acceleration exhibit the potentiality of earthquake resistant measures in brick masonry models.

키워드

참고문헌

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피인용 문헌

  1. Study of flexural response of engineered cementitious composite faced masonry structures vol.150, 2017, https://doi.org/10.1016/j.engstruct.2017.07.089
  2. Out-of-plane response of ECC-strengthened masonry walls vol.5, pp.1, 2020, https://doi.org/10.1080/24705314.2019.1692165