Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Shape optimisation of concrete open spandrel arch bridges
An open spandrel arch bridge is analysed in this paper. A computer code is written to create a model from geometrical data, so as to solve the optimisation problem. An optimum design procedure is conducted in the paper, and the total material volume of the bridge substructure is adopted as an objective function. The substructure includes the column and the reinforced-concrete arch. Finally, the optimization technique is implemented using the Simultaneous Perturbation Stochastic Approximation algorithm.
Shape optimisation of concrete open spandrel arch bridges
An open spandrel arch bridge is analysed in this paper. A computer code is written to create a model from geometrical data, so as to solve the optimisation problem. An optimum design procedure is conducted in the paper, and the total material volume of the bridge substructure is adopted as an objective function. The substructure includes the column and the reinforced-concrete arch. Finally, the optimization technique is implemented using the Simultaneous Perturbation Stochastic Approximation algorithm.
Shape optimisation of concrete open spandrel arch bridges
Majid Pouraminian (Autor:in) / Mohsen Ghaemian (Autor:in)
2015
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Metadata by DOAJ is licensed under CC BY-SA 1.0
Open spandrel masonry arch bridges
| British Library Conference Proceedings | 1996
The behaviour of open spandrel brickwork arch bridges
| British Library Conference Proceedings | 1998
The Behaviour of Open Spandrel Masonry Arch Bridges
| British Library Conference Proceedings | 1995
The behaviour of open spandrel masonry arch bridges
| British Library Conference Proceedings | 1995
The behaviour of open spandrel masonry arch bridges
| British Library Conference Proceedings | 2005