Paper_639_Kasinos.pdf (3.76 MB)
Performance-based seismic analysis of light SDoF secondary substructures
conference contribution
posted on 2015-04-28, 14:38 authored by Stavros Kasinos, Alessandro Palmeri, Mariateresa LombardoA novel procedure is presented for the application of the PBE (performance-based engineering)
methodology to the seismic analysis and design of light secondary substructures. In the proposed
technique, uncertainty is conveniently represented in the reduced modal subspace rather than geometric
domain, which significantly reduces the number of uncertain parameters. The random response of a
primary structure under earthquake excitation is investigated, various cases of linear and nonlinear secondary
subsystems are examined and the propagation of uncertainty from the dynamic properties of the
primary structure to the seismic performance of the secondary subsystems is quantified.
History
School
- Architecture, Building and Civil Engineering
Published in
12th International Conference on Applications of Statistics and Probability in Civil Engineering, ICASP12Citation
KASINOS, S., PALMERI, A. and LOMBARDO, M., 2015. Performance-based seismic analysis of light SDoF secondary substructures. Presented at: ICASP12: The 12th International Conference on Applications of Statistics and Probability in Civil Engineering, 12th-15th July 2015, Vancouver, Canada.Publisher
University of British Columbia / © The AuthorsVersion
- AM (Accepted Manuscript)
Publisher statement
This work is made available according to the conditions of the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International (CC BY-NC-ND 4.0) licence. Full details of this licence are available at: https://creativecommons.org/licenses/by-nc-nd/4.0/Publication date
2015Notes
This is a conference paper.Publisher version
Language
- en