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Dynamic 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.16.062.5411

Authors

Izabela J. Murzyn
Institute of Structural Mechanics, Civil Engineering Faculty, Cracow University of Technology
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Dynamic response of the industry masonry chimney to seismic load

Abstract

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).

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Information: Technical Transactions, 2016, Civil Engineering Issue 1-B (6) 2016, pp. 67-72

Article type: Original article

Titles:

Polish:

Dynamic response of the industry masonry chimney to seismic load

English:

Dynamic response of the industry masonry chimney to seismic load

Authors

Institute of Structural Mechanics, Civil Engineering Faculty, Cracow University of Technology

Published at: 09.12.2016

Article status: Open

Licence: None

Percentage share of authors:

Izabela J. Murzyn (Author) - 100%

Article corrections:

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Publication languages:

English

Dynamic response of the industry masonry chimney to seismic load

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