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

Haciefendioglu K., Soyluk K.

STRUCTURAL ENGINEERING AND MECHANICS, vol.43, no.6, pp.835-845, 2012 (SCI-Expanded) identifier identifier

  • Publication Type: Article / Article
  • Volume: 43 Issue: 6
  • Publication Date: 2012
  • Doi Number: 10.12989/sem.2012.43.6.835
  • Journal Indexes: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Page Numbers: pp.835-845
  • Keywords: industrial masonry chimney, blast-induced ground motion, stochastic dynamic analysis, power spectral density function, charge weight, charge centre, INFILLED RC FRAMES, NUMERICAL-SIMULATION, STRUCTURAL RESPONSES, SEISMIC ASSESSMENT, DAMAGE, EXCITATIONS, VIBRATION, SHOCK
  • Karadeniz Technical University Affiliated: No


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.