The proposed study applies simple expressions of collapse load in exposure conditions, depending on the effective thickness and load eccentricity, to past case studies available in literature. The reduced section corresponding to equivalent ‘cold’ structural collapse under the given applied load is evaluated on the grounds of available experimental information. The results provided by different analytical approaches are assessed with respect to different failure modes under high temperature exposure.

Feasibility and usefulness of simplified analytical approach to fire design of masonry structures

Sciarretta, Francesca
Investigation
2017-01-01

Abstract

The proposed study applies simple expressions of collapse load in exposure conditions, depending on the effective thickness and load eccentricity, to past case studies available in literature. The reduced section corresponding to equivalent ‘cold’ structural collapse under the given applied load is evaluated on the grounds of available experimental information. The results provided by different analytical approaches are assessed with respect to different failure modes under high temperature exposure.
2017
9788889972670
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11578/269812
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