An Efficient Approach to Obtain Optimal Load Factors for Structural Design

An efficient optimization approach is described to calibrate load factors used for designing of structures. The load factors are calibrated so that the structural reliability index is as close as possible to a target reliability value. The optimization procedure is applied to find optimal load facto...

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Main Authors: Juan Bojórquez, Sonia E. Ruiz
Format: Article
Language:English
Published: Hindawi Limited 2014-01-01
Series:The Scientific World Journal
Online Access:http://dx.doi.org/10.1155/2014/456826
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spelling doaj-6f3f22140d0f4ee3b8e973ff3298e6372020-11-25T00:27:34ZengHindawi LimitedThe Scientific World Journal2356-61401537-744X2014-01-01201410.1155/2014/456826456826An Efficient Approach to Obtain Optimal Load Factors for Structural DesignJuan Bojórquez0Sonia E. Ruiz1Institute of Engineering, Universidad Nacional Autonoma de Mexico, Coyoacan, 04510 Mexico City, DF, MexicoInstitute of Engineering, Universidad Nacional Autonoma de Mexico, Coyoacan, 04510 Mexico City, DF, MexicoAn efficient optimization approach is described to calibrate load factors used for designing of structures. The load factors are calibrated so that the structural reliability index is as close as possible to a target reliability value. The optimization procedure is applied to find optimal load factors for designing of structures in accordance with the new version of the Mexico City Building Code (RCDF). For this aim, the combination of factors corresponding to dead load plus live load is considered. The optimal combination is based on a parametric numerical analysis of several reinforced concrete elements, which are designed using different load factor values. The Monte Carlo simulation technique is used. The formulation is applied to different failure modes: flexure, shear, torsion, and compression plus bending of short and slender reinforced concrete elements. Finally, the structural reliability corresponding to the optimal load combination proposed here is compared with that corresponding to the load combination recommended by the current Mexico City Building Code.http://dx.doi.org/10.1155/2014/456826
collection DOAJ
language English
format Article
sources DOAJ
author Juan Bojórquez
Sonia E. Ruiz
spellingShingle Juan Bojórquez
Sonia E. Ruiz
An Efficient Approach to Obtain Optimal Load Factors for Structural Design
The Scientific World Journal
author_facet Juan Bojórquez
Sonia E. Ruiz
author_sort Juan Bojórquez
title An Efficient Approach to Obtain Optimal Load Factors for Structural Design
title_short An Efficient Approach to Obtain Optimal Load Factors for Structural Design
title_full An Efficient Approach to Obtain Optimal Load Factors for Structural Design
title_fullStr An Efficient Approach to Obtain Optimal Load Factors for Structural Design
title_full_unstemmed An Efficient Approach to Obtain Optimal Load Factors for Structural Design
title_sort efficient approach to obtain optimal load factors for structural design
publisher Hindawi Limited
series The Scientific World Journal
issn 2356-6140
1537-744X
publishDate 2014-01-01
description An efficient optimization approach is described to calibrate load factors used for designing of structures. The load factors are calibrated so that the structural reliability index is as close as possible to a target reliability value. The optimization procedure is applied to find optimal load factors for designing of structures in accordance with the new version of the Mexico City Building Code (RCDF). For this aim, the combination of factors corresponding to dead load plus live load is considered. The optimal combination is based on a parametric numerical analysis of several reinforced concrete elements, which are designed using different load factor values. The Monte Carlo simulation technique is used. The formulation is applied to different failure modes: flexure, shear, torsion, and compression plus bending of short and slender reinforced concrete elements. Finally, the structural reliability corresponding to the optimal load combination proposed here is compared with that corresponding to the load combination recommended by the current Mexico City Building Code.
url http://dx.doi.org/10.1155/2014/456826
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