An application of probabilistic methods for estimation of optimal factors of building structures found by empirical methods

M. A. Danieli

An application of probabilistic methods for estimation of optimal factors of building structures found by empirical methods

Department of Civil Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

Abstract

In this article methods of probabilistic theory are applied for the estimation of optimal forms for reinforced-concrete shells of revolution found by empirical methods. The choice of the optimal form for a shell of revolution is made within the class of shells of the positive Gaussian curvature. The equation of a shell meridian is given in the form of a polynomial and is a function of many variables. The optimization is considered to be the condition of maximum ratio of the ultimate load to a material consumption index. The ultimate load is determined according to the theory of limit analysis.

Original language	English
Title of host publication	Proceedings of the 9th International Conference on Computational Structures Technology, CST 2008
Publisher	Civil-Comp Press
Volume	88
ISBN (Print)	9781905088232
State	Published - 2008
Event	9th International Conference on Computational Structures Technology, CST 2008 - Athens, Greece Duration: 2 Sep 2008 → 5 Sep 2008

Conference

Conference	9th International Conference on Computational Structures Technology, CST 2008
Country/Territory	Greece
City	Athens
Period	2/09/08 → 5/09/08

Keywords

Confidence interval
Empirical method
Optimal factors
Reinforced concrete
Shell revolution
Ultimate load

Cite this

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title = "An application of probabilistic methods for estimation of optimal factors of building structures found by empirical methods",

abstract = "In this article methods of probabilistic theory are applied for the estimation of optimal forms for reinforced-concrete shells of revolution found by empirical methods. The choice of the optimal form for a shell of revolution is made within the class of shells of the positive Gaussian curvature. The equation of a shell meridian is given in the form of a polynomial and is a function of many variables. The optimization is considered to be the condition of maximum ratio of the ultimate load to a material consumption index. The ultimate load is determined according to the theory of limit analysis.",

keywords = "Confidence interval, Empirical method, Optimal factors, Reinforced concrete, Shell revolution, Ultimate load",

author = "Danieli, {M. A.}",

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note = "9th International Conference on Computational Structures Technology, CST 2008 ; Conference date: 02-09-2008 Through 05-09-2008",

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Danieli, MA 2008, An application of probabilistic methods for estimation of optimal factors of building structures found by empirical methods. in Proceedings of the 9th International Conference on Computational Structures Technology, CST 2008. vol. 88, Civil-Comp Press, 9th International Conference on Computational Structures Technology, CST 2008, Athens, Greece, 2/09/08.

An application of probabilistic methods for estimation of optimal factors of building structures found by empirical methods. / Danieli, M. A.
Proceedings of the 9th International Conference on Computational Structures Technology, CST 2008. Vol. 88 Civil-Comp Press, 2008.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

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KW - Empirical method

KW - Optimal factors

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An application of probabilistic methods for estimation of optimal factors of building structures found by empirical methods

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Keywords

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