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Numerical Evaluation of Dynamic Response of a Steel Structure Model under Various Seismic Excitations
Abstract
The present paper reports the results of the study, which was designed to perform a numerical evaluation of dynamic response of a single-storey steel structure model. The experimental model was previously subjected to a number of different earthquake ground motions during an extensive shaking table investigation. The analyzed structure model was considered as a 1-DOF system with lumped parameters, which were determined by conducting free vibration tests. In order to solve the dynamic equation of motion, Newmark's average acceleration method was adopted. The results obtained from the numerical analysis confirm the accuracy in assuming lumped parameters to characterize the analyzed single-storey structure.
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- Accepted or Published Version
- DOI:
- Digital Object Identifier (open in new tab) 10.1016/j.proeng.2017.02.114
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- Category:
- Conference activity
- Type:
- materiały konferencyjne indeksowane w Web of Science
- Published in:
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Procedia Engineering
no. 172,
pages 277 - 283,
ISSN: 1877-7058 - Title of issue:
- 12th International Conference on Modern Building Materials, Structures and Techniques (MBMST) strony 277 - 283
- ISSN:
- 1877-7058
- Language:
- English
- Publication year:
- 2017
- Bibliographic description:
- Falborski T., Jankowski R..: Numerical Evaluation of Dynamic Response of a Steel Structure Model under Various Seismic Excitations, W: 12th International Conference on Modern Building Materials, Structures and Techniques (MBMST), 2017, ,.
- DOI:
- Digital Object Identifier (open in new tab) 10.1016/j.proeng.2017.02.114
- Verified by:
- Gdańsk University of Technology
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