Robust Design Optimization of Structural Systems Under Evolutionary Stochastic Seismic Excitation

Publikation: Beitrag in Buch/Bericht/Sammelwerk/KonferenzbandAufsatz in KonferenzbandForschungPeer-Review

Autorschaft

  • Ioannis P. Mitseas
  • Ioannis A. Kougioumtzoglou
  • Michael Beer
  • Edoardo Patelli
  • John E. Mottershead

Externe Organisationen

  • The University of Liverpool
Forschungs-netzwerk anzeigen

Details

OriginalspracheEnglisch
Titel des SammelwerksVulnerability, Uncertainty, and Risk
UntertitelQuantification, Mitigation, and Management - Proceedings of the 2nd International Conference on Vulnerability and Risk Analysis and Management, ICVRAM 2014 and the 6th International Symposium on Uncertainty Modeling and Analysis, ISUMA 2014
Herausgeber/-innenJim W. Hall, Siu-Kui Au, Michael Beer
Herausgeber (Verlag)American Society of Civil Engineers (ASCE)
Seiten215-224
Seitenumfang10
ISBN (elektronisch)9780784413609
PublikationsstatusVeröffentlicht - 2014
Extern publiziertJa
Veranstaltung2nd International Conference on Vulnerability and Risk Analysis and Management, ICVRAM 2014 and the 6th International Symposium on Uncertainty Modeling and Analysis, ISUMA 2014 - Liverpool, Großbritannien / Vereinigtes Königreich
Dauer: 13 Juli 201416 Juli 2014

Abstract

An efficient robust design optimization (RBO) framework is developed for linear multi-degree-of-freedom (MDOF) structural systems subject to evolutionary stochastic earthquake excitations. A significant feature of the developed RBO framework relates to the consideration of both inter-storey drift and floor acceleration second-order statistics as performance measures. Further, an efficient frequency domain approach is utilized for determining the system response Evolutionary Power Spectrum (EPS) matrix circumventing computationally intensive Monte Carlo simulations. Furthermore, the optimization problem is solved by employing a Genetic Algorithm based approach. An illustrative numerical example is included to demonstrate the efficiency and robustness of the proposed framework.

ASJC Scopus Sachgebiete

Zitieren

Robust Design Optimization of Structural Systems Under Evolutionary Stochastic Seismic Excitation. / Mitseas, Ioannis P.; Kougioumtzoglou, Ioannis A.; Beer, Michael et al.
Vulnerability, Uncertainty, and Risk: Quantification, Mitigation, and Management - Proceedings of the 2nd International Conference on Vulnerability and Risk Analysis and Management, ICVRAM 2014 and the 6th International Symposium on Uncertainty Modeling and Analysis, ISUMA 2014. Hrsg. / Jim W. Hall; Siu-Kui Au; Michael Beer. American Society of Civil Engineers (ASCE), 2014. S. 215-224.

Publikation: Beitrag in Buch/Bericht/Sammelwerk/KonferenzbandAufsatz in KonferenzbandForschungPeer-Review

Mitseas, IP, Kougioumtzoglou, IA, Beer, M, Patelli, E & Mottershead, JE 2014, Robust Design Optimization of Structural Systems Under Evolutionary Stochastic Seismic Excitation. in JW Hall, S-K Au & M Beer (Hrsg.), Vulnerability, Uncertainty, and Risk: Quantification, Mitigation, and Management - Proceedings of the 2nd International Conference on Vulnerability and Risk Analysis and Management, ICVRAM 2014 and the 6th International Symposium on Uncertainty Modeling and Analysis, ISUMA 2014. American Society of Civil Engineers (ASCE), S. 215-224, 2nd International Conference on Vulnerability and Risk Analysis and Management, ICVRAM 2014 and the 6th International Symposium on Uncertainty Modeling and Analysis, ISUMA 2014, Liverpool, Großbritannien / Vereinigtes Königreich, 13 Juli 2014. https://doi.org/10.1061/9780784413609.022
Mitseas, I. P., Kougioumtzoglou, I. A., Beer, M., Patelli, E., & Mottershead, J. E. (2014). Robust Design Optimization of Structural Systems Under Evolutionary Stochastic Seismic Excitation. In J. W. Hall, S.-K. Au, & M. Beer (Hrsg.), Vulnerability, Uncertainty, and Risk: Quantification, Mitigation, and Management - Proceedings of the 2nd International Conference on Vulnerability and Risk Analysis and Management, ICVRAM 2014 and the 6th International Symposium on Uncertainty Modeling and Analysis, ISUMA 2014 (S. 215-224). American Society of Civil Engineers (ASCE). https://doi.org/10.1061/9780784413609.022
Mitseas IP, Kougioumtzoglou IA, Beer M, Patelli E, Mottershead JE. Robust Design Optimization of Structural Systems Under Evolutionary Stochastic Seismic Excitation. in Hall JW, Au SK, Beer M, Hrsg., Vulnerability, Uncertainty, and Risk: Quantification, Mitigation, and Management - Proceedings of the 2nd International Conference on Vulnerability and Risk Analysis and Management, ICVRAM 2014 and the 6th International Symposium on Uncertainty Modeling and Analysis, ISUMA 2014. American Society of Civil Engineers (ASCE). 2014. S. 215-224 Epub 2014 Jul 7. doi: 10.1061/9780784413609.022
Mitseas, Ioannis P. ; Kougioumtzoglou, Ioannis A. ; Beer, Michael et al. / Robust Design Optimization of Structural Systems Under Evolutionary Stochastic Seismic Excitation. Vulnerability, Uncertainty, and Risk: Quantification, Mitigation, and Management - Proceedings of the 2nd International Conference on Vulnerability and Risk Analysis and Management, ICVRAM 2014 and the 6th International Symposium on Uncertainty Modeling and Analysis, ISUMA 2014. Hrsg. / Jim W. Hall ; Siu-Kui Au ; Michael Beer. American Society of Civil Engineers (ASCE), 2014. S. 215-224
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abstract = "An efficient robust design optimization (RBO) framework is developed for linear multi-degree-of-freedom (MDOF) structural systems subject to evolutionary stochastic earthquake excitations. A significant feature of the developed RBO framework relates to the consideration of both inter-storey drift and floor acceleration second-order statistics as performance measures. Further, an efficient frequency domain approach is utilized for determining the system response Evolutionary Power Spectrum (EPS) matrix circumventing computationally intensive Monte Carlo simulations. Furthermore, the optimization problem is solved by employing a Genetic Algorithm based approach. An illustrative numerical example is included to demonstrate the efficiency and robustness of the proposed framework.",
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