Jonathan Melchiorre
OPTIMAL CONFIGURATIONS OF ARCHES WITH VARIABLE CURVATURE AND TAPERED CROSS-SECTIONS.
Rel. Giuseppe Carlo Marano, Sigrid Adriaenssens, Amedeo Domenico Bernardo Manuello Bertetto, Francesco Marmo. Politecnico di Torino, Master of science program in Civil Engineering, 2021
|
Preview |
PDF (Tesi_di_laurea)
- Thesis
Licence: Creative Commons Attribution Non-commercial No Derivatives. Download (6MB) | Preview |
Abstract
Arches have proven to be efficient load bearing structures for centuries. Today structural designers utilize long-span arches to support bridges for their stability, efficiency, high load capacity and their architectural and urban form-making potential. The efficiency of the arch structure is strongly related to its shape: it is difficult to find another type of structure where the connection between geometry and internal loading is so pronounced. The selection of the best arch geometry is key in reducing the structural volume because a good arch shape allows for the predominance of axial internal actions with low or no eccentricity under a wide range of loading combinations.
In this master’s degree thesis, an original analytical and numerical formulation is presented as a solution for a system of static and kinematic ordinary differential equations for curved beams
Relators
Publication type
URI
![]() |
Modify record (reserved for operators) |
