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Performance-based seismic analysis of light SDoF secondary substructures

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conference contribution
posted on 28.04.2015, 14:38 by Stavros Kasinos, Alessandro Palmeri, Mariateresa Lombardo
A 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, ICASP12

Citation

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 Authors

Version

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

2015

Notes

This is a conference paper.

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Language

en

Location

Vancouver, Canada

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