This paper aims to provide a validation of the Generalized Equivalent Spectral Model of pedestrian-induced loading through numerical simulations of crowd dynamics. Pedestrian flows with varying density are numerically simulated based on the social force model. The instantaneous step frequency of each pedestrian is obtained from his...
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2020 (v1)PublicationNumerical validation of the generalized equivalent spectral model through crowd dynamics simulationsUploaded on: April 14, 2023
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2021 (v1)Publication
Despite extensive research in the field of human-induced vibration in the last twenty years, there is still lack of reliable load and response models to assess vibration serviceability of footbridges under human-induced excitation, especially with reference to crowded conditions. This paper aims to provide a reliable characterization of...
Uploaded on: April 14, 2023 -
2022 (v1)Publication
Experimental and numerical studies for the structural and vibration serviceability assessment of a historic suspension footbridge adopting non-invasive surveys and low-cost equipment are presented. Field surveys have been carried out to determine geometric properties, ambient vibration tests have been performed to estimate the dynamic...
Uploaded on: February 22, 2023 -
2019 (v1)Publication
Masonry vaults represent one of the most widespread types of horizontal structural elements in historical constructions. Vaults can be built according to different brick pat terns, which, in historical building practices, were generally chosen for technical reasons. Brick pattern is expected to play an important role in the global behaviour of...
Uploaded on: April 14, 2023 -
2021 (v1)Publication
No description
Uploaded on: February 11, 2024 -
2021 (v1)Publication
In this paper, the structural performance of masonry cross vaults is investigated with regard to the most common differential settlements occurring in historical constructions. Numerical parametric models are developed for vaults with different brick patterns and lateral constraints, in the presence/absence of infill. In particular, radial,...
Uploaded on: May 13, 2023 -
2021 (v1)Publication
Compared to simple masonry walls, numerical modelling of masonry vaulted structures is particularly complex due to their three-dimensional curved geometry and articulated masonry pattern. Moreover, the scarce availability of experimental data makes it difficult to validate numerical models for these types of structures. Recently, the simplified...
Uploaded on: April 14, 2023 -
2022 (v1)Publication
Cross masonry vaults are common structural elements in historical buildings. They are largely diffused in all European countries, including those characterized by higher levels of seismicity. Although they have been constructed for centuries, they represent some of the most vulnerable elements of traditional architecture, especially with...
Uploaded on: April 14, 2023 -
2024 (v1)Publication
No description
Uploaded on: February 4, 2024