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Nonlinear Structural Mechanics pp 681–715Cite as

The Nonlinear Theory of Arch-Supported Structures

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Abstract

This chapter presents the nonlinear theory of arch-supported structures that exploit the large load-bearing capacities of arches when they are subject to compressional states of stress. These structures exhibit nonsymmetric precritical behaviors opposite to those of suspension cables (softening for downward loads and hardening for upward loads). The theory is shown in the context of a recent arch bridge design, the bridge called Ponte della Musica on the Tiber river in Rome. The elastic loss of stability due to both traffic-induced vertical loads and the flutter condition are investigated using flutter derivatives obtained in wind tunnel tests. The sensitivity of flutter with respect to important parameters such as the wind angle of attack, the level of prestress in the bridge, and structural damping is also elucidated.

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Lacarbonara, W. (2013). The Nonlinear Theory of Arch-Supported Structures. In: Nonlinear Structural Mechanics. Springer, Boston, MA. https://doi.org/10.1007/978-1-4419-1276-3_10

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