A nonlinear approach to the wind strength of Gothic Cathedrals: the case of Notre Dame of Paris - Archive ouverte HAL Access content directly
Journal Articles Engineering Structures Year : 2019

A nonlinear approach to the wind strength of Gothic Cathedrals: the case of Notre Dame of Paris

Paolo Vannucci
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Filippo Masi
Ioannis Stefanou

Abstract

The problem of assessing the strength to wind actions of Gothic Cathedrals is addressed in this paper. A nonlinear approach, based upon a large-strain, large displacements formulation and using a nonlinear constitutive law modeling the no-tension behavior of the material as a damage law is proposed. The method is applied to the study of the Cathedral Notre Dame of Paris.
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Dates and versions

hal-01458767 , version 1 (06-02-2017)
hal-01458767 , version 2 (14-08-2018)
hal-01458767 , version 3 (02-12-2018)
hal-01458767 , version 4 (20-01-2019)
hal-01458767 , version 5 (12-05-2019)

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Paolo Vannucci, Filippo Masi, Ioannis Stefanou. A nonlinear approach to the wind strength of Gothic Cathedrals: the case of Notre Dame of Paris. Engineering Structures, 2019, 183, pp.860-873. ⟨10.1016/j.engstruct.2019.01.030⟩. ⟨hal-01458767v5⟩
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