Problem Definition The three-dimensional steel truss structure shown below is composed of 311 members and 92 nodes (including 10 supported nodes). Sizing optimization of this truss is considered. The topology of the truss (i.e., the way that the nodes are
Optimization Problem of ISCSO 2024
Problem Definition The three-dimensional steel truss structure shown below is composed of 264 members and 88 nodes (including 8 supported nodes). Sizing optimization of this truss is considered. The topology of the truss (i.e., the way that the nodes are
Submission of Results
The procedure for submitting results will be announced on 1 December 2026.
Optimization Problem of ISCSO 2026
The optimization problem of ISCSO 2026 will be announced on 1 December 2026.
Optimization Problem of ISCSO 2023
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
Registration
Registration for ISCSO 2026 is free. Please consider the following when registering: In order to register, you need to have a Google account. In case of team registration, only the contact person requires a Google account. In order to register,
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
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