Dynamic response of the industry masonry chimney to seismic load
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RIS BIB ENDNOTEDynamic response of the industry masonry chimney to seismic load
Publication date: 09.12.2016
Technical Transactions, 2016, Civil Engineering Issue 1-B (6) 2016, pp. 67-72
https://doi.org/10.4467/2353737XCT.16.062.5411Authors
Dynamic response of the industry masonry chimney to seismic load
The aim of this paper was to investigate the dynamic responses of the industrial masonry chimney under seismic activity. In this study peak ground accelerations equal 0.4 g were assumed for the shock. In the paper there are the results from numerical simulation. The analyses were prepared for two material models: with elastic and inelastic behavior. In both cases the homogenization model of masonry material was used. The study was prepared in ABAQUS software (Simulia, 2013).
Information: Technical Transactions, 2016, Civil Engineering Issue 1-B (6) 2016, pp. 67-72
Article type: Original article
Titles:
Dynamic response of the industry masonry chimney to seismic load
Dynamic response of the industry masonry chimney to seismic load
Institute of Structural Mechanics, Civil Engineering Faculty, Cracow University of Technology
Published at: 09.12.2016
Article status: Open
Licence: None
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