Buckling Analysis under Uncertainty

Publikation: Beiträge in SammelwerkenAufsätze in KonferenzbändenForschungbegutachtet

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. Hrsg. / Jim W. Hall; Siu-Kui Au; Michael Beer. American Society of Civil Engineers (ASCE), 2014. S. 2147-2156.

Publikation: Beiträge in SammelwerkenAufsätze in KonferenzbändenForschungbegutachtet

Harvard

Seibel, A & Schlattmann, J 2014, Buckling Analysis under Uncertainty. 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. 2147-2156, 2nd International Conference on Vulnerability and Risk Analysis and Management & 6th International Symposium on Uncertainty Modeling and Analysis, Liverpool, Großbritannien / Vereinigtes Königreich, 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 (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. 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, 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. 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 -

DOI

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