Standard
Buckling Analysis under Uncertainty. /
Seibel, Arthur; Schlattmann, Josef.
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. ed. / Jim W. Hall; Siu-Kui Au; Michael Beer. American Society of Civil Engineers (ASCE), 2014. p. 2147-2156.
Research output: Contributions to collected editions/works › Article in conference proceedings › Research › peer-review
Harvard
Seibel, A & Schlattmann, J 2014,
Buckling Analysis under Uncertainty. in JW Hall, S-K Au & M Beer (eds),
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), pp. 2147-2156, 2nd International Conference on Vulnerability and Risk Analysis and Management & 6th International Symposium on Uncertainty Modeling and Analysis, Liverpool, United Kingdom,
13.07.14.
https://doi.org/10.1061/9780784413609.215
APA
Seibel, A., & Schlattmann, J. (2014).
Buckling Analysis under Uncertainty. In J. W. Hall, S.-K. Au, & M. Beer (Eds.),
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 (pp. 2147-2156). American Society of Civil Engineers (ASCE).
https://doi.org/10.1061/9780784413609.215
Vancouver
Seibel A, Schlattmann J.
Buckling Analysis under Uncertainty. In Hall JW, Au SK, Beer M, editors, 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. p. 2147-2156 doi: 10.1061/9780784413609.215
Bibtex
@inbook{37a234917c9c48689efc89a032b2ec4a,
title = "Buckling Analysis under Uncertainty",
abstract = "We present a new approach to buckling analysis of columns under parametric uncertainty. The approach is based on possibility theory, where the uncertain parameters are modeled by possibility distributions and an analytical approach is used to propagate the uncertainties through the computations. In order to quantify the risk of a column to buckle, the concept of possibility of buckling is introduced and discussed.",
keywords = "Engineering",
author = "Arthur Seibel and Josef Schlattmann",
note = "Publisher Copyright: {\textcopyright} 2014 American Society of Civil Engineers.; 2nd International Conference on Vulnerability and Risk Analysis and Management & 6th International Symposium on Uncertainty Modeling and Analysis, ASCE-ICVRAM-ISUMA 2014 ; Conference date: 13-07-2014 Through 16-07-2014",
year = "2014",
month = jul,
day = "7",
doi = "10.1061/9780784413609.215",
language = "English",
isbn = "9780784413609",
pages = "2147--2156",
editor = "Hall, {Jim W.} and Siu-Kui Au and Michael Beer",
booktitle = "Vulnerability, Uncertainty, and Risk",
publisher = "American Society of Civil Engineers (ASCE)",
address = "United States",
url = "https://un-spider.org/news-and-events/events/second-international-conference-vulnerability-and-risk-analysis-and",
}
RIS
TY - CHAP
T1 - Buckling Analysis under Uncertainty
AU - Seibel, Arthur
AU - Schlattmann, Josef
N1 - Conference code: 2 & 6
PY - 2014/7/7
Y1 - 2014/7/7
N2 - We present a new approach to buckling analysis of columns under parametric uncertainty. The approach is based on possibility theory, where the uncertain parameters are modeled by possibility distributions and an analytical approach is used to propagate the uncertainties through the computations. In order to quantify the risk of a column to buckle, the concept of possibility of buckling is introduced and discussed.
AB - We present a new approach to buckling analysis of columns under parametric uncertainty. The approach is based on possibility theory, where the uncertain parameters are modeled by possibility distributions and an analytical approach is used to propagate the uncertainties through the computations. In order to quantify the risk of a column to buckle, the concept of possibility of buckling is introduced and discussed.
KW - Engineering
UR - http://www.scopus.com/inward/record.url?scp=84933567619&partnerID=8YFLogxK
UR - https://www.mendeley.com/catalogue/b143462e-e8b5-3b82-ad36-e25c78afa8cb/
U2 - 10.1061/9780784413609.215
DO - 10.1061/9780784413609.215
M3 - Article in conference proceedings
AN - SCOPUS:84933567619
SN - 9780784413609
SP - 2147
EP - 2156
BT - Vulnerability, Uncertainty, and Risk
A2 - Hall, Jim W.
A2 - Au, Siu-Kui
A2 - Beer, Michael
PB - American Society of Civil Engineers (ASCE)
T2 - 2nd International Conference on Vulnerability and Risk Analysis and Management & 6th International Symposium on Uncertainty Modeling and Analysis
Y2 - 13 July 2014 through 16 July 2014
ER -
