2017
DOI: 10.1016/j.compstruct.2017.07.062
|View full text |Cite
|
Sign up to set email alerts
|

Optimal design of timber-concrete composite floors based on the multi-parametric MINLP optimization

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

0
11
0

Year Published

2018
2018
2022
2022

Publication Types

Select...
6
4

Relationship

4
6

Authors

Journals

citations
Cited by 25 publications
(12 citation statements)
references
References 31 publications
0
11
0
Order By: Relevance
“…Sharafi et al [123] used an objective function that minimizes the material cost and formwork cost simultaneously for the optimal design of continuous reinforced concrete beams. Some researchers also apply parametric mixed-integer non-linear programming (MINLP) approach in structural optimization for cost (or mass) minimization [124][125][126], which is a mathematical programming technique that simultaneously optimizes the discrete system structure and continuous parameters with nonlinear objective functions and constrains [127]. The algorithms for MINLP approach are usually designed for handling large-scale, highly combinatorial and highly nonlinear problems, such as outer approximation/equality-relaxation (OA/ER) algorithm and generalized Bender's decomposition (GBD) algorithm [127].…”
Section: Quantification Of Optimization Objectivesmentioning
confidence: 99%
“…Sharafi et al [123] used an objective function that minimizes the material cost and formwork cost simultaneously for the optimal design of continuous reinforced concrete beams. Some researchers also apply parametric mixed-integer non-linear programming (MINLP) approach in structural optimization for cost (or mass) minimization [124][125][126], which is a mathematical programming technique that simultaneously optimizes the discrete system structure and continuous parameters with nonlinear objective functions and constrains [127]. The algorithms for MINLP approach are usually designed for handling large-scale, highly combinatorial and highly nonlinear problems, such as outer approximation/equality-relaxation (OA/ER) algorithm and generalized Bender's decomposition (GBD) algorithm [127].…”
Section: Quantification Of Optimization Objectivesmentioning
confidence: 99%
“…While C Lj stands for the hourly labor costs [€/h], t j [h] are times required for (jJ: placing, curing and vibrating of concrete, cutting and placing the reinforcement, and paneling the concrete beam; cutting, welding, painting the steel beam, and impregnating and painting the timber beam), and f O is an indirect cost factor for overheads (f O = 2). For more information about cost items used in the economic objective function [11] and [12]  …”
Section: Cantilever Beammentioning
confidence: 99%
“…A number of problems in the area of structural optimization were solved with the presented MINLP approach: e.g. hydraulic steel gates for dams and hydro-power plants by Kravanja et al [15,16], steel and aluminum trusses by Šilih et al [18], timber truss structures by Šilih et al [19,20], multi-storey steel frame buildings by Klanšek et al [21], single-storey industrial steel buildings by Kravanja and Žula [22] and Kravanja et al [23], composite I-beam structures from concrete and steel by Kravanja and Šilih [24], Klanšek and Kravanja [25,26], Žula et al [27] and Kravanja et al [28] as well as timber-concrete composite floors by Jelušič and Kravanja [29]. A recent research work is also referred in the field of MINLP optimization of project schedules by Klanšek [30] and Cajzek and Klanšek [31].…”
Section: Minmentioning
confidence: 99%