Problem Definition The three-dimensional free-form steel truss structure shown below is composed of 284 members and 92 nodes (including 8 restrained nodes). Sizing optimization of this truss is considered. The topology of the truss (i.e., the way that the nodes
Optimization Problem and Winner of ISCSO 2022
Problem Definition The three-dimensional free-form steel truss structure shown below is composed of 336 members and 98 nodes (including 10 supported nodes). Sizing optimization of this truss is considered. The topology of the truss (i.e., the way that the nodes
Winner of ISCSO 2021
We would like to thank all the ISCSO 2021 participants for their contributions to the event. The winner of ISCSO 2021 is Team Pantheon from METU, Turkey and University of Rochester, USA. The optimum solution reported by the winning team is
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Optimization Problem and Winner of ISCSO 2021
Problem Definition The three-dimensional steel truss structure shown below is composed of 345 members and 105 nodes (including 15 supported nodes). Sizing optimization of this truss is considered. The topology of the truss (i.e., the way that the nodes are
Winner of ISCSO 2019
We would like to thank all the ISCSO 2019 participants for their contributions to the event. The winner of ISCSO 2019 is Kazuki Hayashi from Kyoto University, Japan. You may find the optimum solution, reported by the winner, below. Congratulations Kazuki!
Optimization Problem and Winner of ISCSO 2019
Problem Definition The three-dimensional steel truss structure shown below is composed of 260 members and 76 nodes. Sizing and shape optimization of this truss is considered. The topology of the truss (i.e. the way that the nodes are connected to
Winner of ISCSO 2018
We would like to thank all the ISCSO 2018 participants for their contributions to the event. The winner of ISCSO 2018 is Team EvoMDO from University of New South Wales (UNSW) Canberra, Australia. You may find the optimum solution, reported
Optimization Problem and Winner of ISCSO 2018
Problem Definition The three-dimensional steel truss structure shown below is composed of 314 members and 84 nodes. Sizing and shape optimization of this truss is considered. The topology of the truss (i.e. the way that the nodes are connected to
Committee