Structural Reliability of Masonry Arch Bridges Subject to Natural Aging

Borgna G.
Zanini M. A.
Hofer L.
Faleschini F.
Matos J.

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Publication date

January 2020

DOI

10.1007/978-3-030-29227-0_91

Publisher

Springer Science and Business Media LLC

Abstract

This paper deals with a simplified full-probabilistic methodology for the safety assessment of existing masonry arch bridges. The proposed framework aims to determine the ultimate load-carrying capacity (Ultimate Limit State) of a bridge subject to environmental deterioration, and to establish the influence on the structural reliability

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Structural Reliability of Masonry Arch Bridges Subject to Natural Aging

Abstract

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Structural Reliability of Masonry Arch Bridges Subject to Natural Aging

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