An efficient approach for taking into account uncertainties in structural parameters in Performance-Based Design Optimization
This paper introduces an efficient approach for taking into account the structural parameter uncertainties in Performance-Based Design Optimization (PBDO). The central concept of the proposed PBDO framework is the utilization of Stochastic Gradient (SG) algorithms. These algorithms streamline the so...
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Published in | Engineering structures Vol. 336; p. 120382 |
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Format | Journal Article |
Language | English |
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01.08.2025
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Abstract | This paper introduces an efficient approach for taking into account the structural parameter uncertainties in Performance-Based Design Optimization (PBDO). The central concept of the proposed PBDO framework is the utilization of Stochastic Gradient (SG) algorithms. These algorithms streamline the solution process by circumventing the computation of the high-dimensional integral typically required in PBDO during the optimization process. Indeed, this circumvention negates the need for summation across the Intensity Measure (IM) and the random parameter space - a requisite for Monte Carlo Integration when assessing the expected cost of failure. To validate the effectiveness and robustness of the proposed method, two illustrative examples are examined. The first scrutinizes a multi-degree-of-freedom (MDOF) oscillator characterized by cubic nonlinearity in both damping and stiffness, exposed to stationary broadband excitation, while the second example optimizes a reinforced concrete building modeled as a nonlinear hysteretic MDOF oscillator endowed with fractional derivative terms and subject to non-stationary seismic excitation. The obtained results underscore the versatility and practical utility of the optimization strategy delineated in this paper, allowing the modeling of structural parameters as random variables and the efficient solution of PBDO problems.
•Stochastic Gradient (SG) for solving Performance-Based Design Optimization (PBDO)•SG avoids the evaluation of the high-dimensional integral required in PBDO.•The proposed SG approach decreases the computational cost associated with PBDO.•The SG approach efficiently handles the structural parameters as random variables.•Including structural random parameters leads to similar computational cost. |
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AbstractList | This paper introduces an efficient approach for taking into account the structural parameter uncertainties in Performance-Based Design Optimization (PBDO). The central concept of the proposed PBDO framework is the utilization of Stochastic Gradient (SG) algorithms. These algorithms streamline the solution process by circumventing the computation of the high-dimensional integral typically required in PBDO during the optimization process. Indeed, this circumvention negates the need for summation across the Intensity Measure (IM) and the random parameter space - a requisite for Monte Carlo Integration when assessing the expected cost of failure. To validate the effectiveness and robustness of the proposed method, two illustrative examples are examined. The first scrutinizes a multi-degree-of-freedom (MDOF) oscillator characterized by cubic nonlinearity in both damping and stiffness, exposed to stationary broadband excitation, while the second example optimizes a reinforced concrete building modeled as a nonlinear hysteretic MDOF oscillator endowed with fractional derivative terms and subject to non-stationary seismic excitation. The obtained results underscore the versatility and practical utility of the optimization strategy delineated in this paper, allowing the modeling of structural parameters as random variables and the efficient solution of PBDO problems.
•Stochastic Gradient (SG) for solving Performance-Based Design Optimization (PBDO)•SG avoids the evaluation of the high-dimensional integral required in PBDO.•The proposed SG approach decreases the computational cost associated with PBDO.•The SG approach efficiently handles the structural parameters as random variables.•Including structural random parameters leads to similar computational cost. |
ArticleNumber | 120382 |
Author | Miguel, Leandro Fleck Fadel Lopez, Rafael Holdorf dos Santos, Ketson R.M. |
Author_xml | – sequence: 1 givenname: Rafael Holdorf orcidid: 0000-0001-9037-0176 surname: Lopez fullname: Lopez, Rafael Holdorf email: holdorf@ufsc.br organization: Center for Optimization and Reliability in Engineering (CORE), Federal University of Santa Catarina, UFSC, Rua João Pio Duarte, s/n, Florianopolis, Brazil – sequence: 2 givenname: Ketson R.M. orcidid: 0000-0002-4049-678X surname: dos Santos fullname: dos Santos, Ketson R.M. organization: Department of Civil, Environmental, and Geo- Engineering, University of Minnesota, 500 Pillsbury Drive S.E., Minneapolis, MN 55455-0116, USA – sequence: 3 givenname: Leandro Fleck Fadel orcidid: 0000-0002-7881-1642 surname: Miguel fullname: Miguel, Leandro Fleck Fadel organization: Center for Optimization and Reliability in Engineering (CORE), Federal University of Santa Catarina, UFSC, Rua João Pio Duarte, s/n, Florianopolis, Brazil |
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Keywords | Nonlinear dynamics Stochastic approximation Performance-based engineering Structural optimization Life cycle cost minimization |
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SubjectTerms | Life cycle cost minimization Nonlinear dynamics Performance-based engineering Stochastic approximation Structural optimization |
Title | An efficient approach for taking into account uncertainties in structural parameters in Performance-Based Design Optimization |
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