2017
DOI: 10.1007/s12205-017-0531-z
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A mathematical programming model for solving cost-safety optimization (CSO) problems in the maintenance of structures

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Cited by 17 publications
(8 citation statements)
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“…The studies presented in [34,35] propose optimization algorithms to get an optimal solution which also ensures the quality and efficiency of the solution with some proving statements.…”
Section: Heuristic and Metaheuristic Search Methodsmentioning
confidence: 99%
“…The studies presented in [34,35] propose optimization algorithms to get an optimal solution which also ensures the quality and efficiency of the solution with some proving statements.…”
Section: Heuristic and Metaheuristic Search Methodsmentioning
confidence: 99%
“…Nonlinear analysis requires proper analytical models for structural members, including reinforced concrete walls. Various methods have been proposed by researchers to simulate the nonlinear behavior of concrete structural walls [6], [8], [18]. These methods are mainly divided into three parts, including small scale methods, medium-scale methods, and largescale methods.…”
Section: -1 Modeling Of Reinforced Concrete In Structural Wallsmentioning
confidence: 99%
“…There are various parameters that can affect the structural behavior of systems. For example, the geometrical variables and materials used in members play a significant role in structures, [3]- [6]. On the other hand, many researchers showed that ductility of the lateral load-carrying structural systems has a significant influence on the performance of the building in earthquakes.…”
Section: Introductionmentioning
confidence: 99%
“…According to Fig. 1, which describes the methodology proposed in this study, we use ground GPS stations observations (epochs) as the input data for the displacement computations (Delavar and Najibi, 2009;Piryonesi and Tavakolan, 2017). The time series displacements of the selected stations, AC31, AB09 and AB11, with respect to the North American reference frame (defined as Stable North American Reference Frame (SNARF)) are then presented in Fig.3.…”
Section: Displacement Computationsmentioning
confidence: 99%