A nonlinear approach to the wind strength of Gothic Cathedrals: the case of Notre Dame of Paris - Archive ouverte HAL
Pré-Publication, Document De Travail Année : 2017

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

Filippo Masi
Ioannis Stefanou

Résumé

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 et 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)

Identifiants

  • HAL Id : hal-01458767 , version 1

Citer

Filippo Masi, Ioannis Stefanou, P Vannucci. A nonlinear approach to the wind strength of Gothic Cathedrals: the case of Notre Dame of Paris. 2017. ⟨hal-01458767v1⟩
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