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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Series: | The Scientific World Journal |
Online Access: | http://dx.doi.org/10.1155/2014/456826 |
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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 |
work_keys_str_mv |
AT juanbojorquez anefficientapproachtoobtainoptimalloadfactorsforstructuraldesign AT soniaeruiz anefficientapproachtoobtainoptimalloadfactorsforstructuraldesign AT juanbojorquez efficientapproachtoobtainoptimalloadfactorsforstructuraldesign AT soniaeruiz efficientapproachtoobtainoptimalloadfactorsforstructuraldesign |
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1725338948773871616 |