Structural Engineering and Mechanics

  • 제43권6호
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  • Pages.835-845
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  • 2012
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Effects of blast-induced random ground motions on the stochastic behaviour of industrial masonry chimneys

  • 투고 : 2012.03.09
  • 심사 : 2012.08.09
  • 발행 : 2012.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper focuses on the stochastic response analysis of industrial masonry chimneys to surface blast-induced random ground motions by using a three dimensional finite element model. Underground blasts induce ground shocks on nearby structures. Depending on the distance between the explosion centre and the structure, masonry structures will be subjected to ground motions due to the surface explosions. Blast-induced random ground motions can be defined in terms of the power spectral density function and applied to each support point of the 3D finite element model of the industrial masonry system. In this paper, mainly a parametric study is conducted to estimate the effect of the blast-induced ground motions on the stochastic response of a chimney type masonry structure. With this purpose, different values of charge weight and distance from the charge centre are considered for the analyses of the chimney. The results of the study underline the remarkable effect of the surface blast-induced ground motions on the stochastic behaviour of industrial masonry type chimneys.

키워드

참고문헌

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피인용 문헌

  1. Dynamic assessment of partially damaged historic masonry bridges under blast-induced ground motion using multi-point shock spectrum method vol.40, pp.23-24, 2016, https://doi.org/10.1016/j.apm.2016.06.049
  2. Stochastic dynamic response of short-span highway bridges to spatial variation of blasting ground vibration vol.292, 2017, https://doi.org/10.1016/j.amc.2016.07.039
  3. Vulnerability assessment of building structures due to underground blasts using ANN and non-linear dynamic analysis vol.44, pp.None, 2012, https://doi.org/10.1016/j.jobe.2021.102674