Zobrazeno 1 - 10
of 60
pro vyhledávání: '"Paolo Formichi"'
Autor:
Marco Zucca, Filippo Landi, Mario Lucio Puppio, Fausto Mistretta, Paolo Formichi, Pietro Croce
Publikováno v:
Applied Sciences, Vol 14, Iss 1, p 60 (2023)
As a consequence of climate change impact, a significant variation in terms of temperature, atmospheric humidity, and carbon dioxide concentration levels is happening. This condition leads to several negative effects on the safety and the life cycle
Externí odkaz:
https://doaj.org/article/942d291585d34f6385c5c75430296bf7
Autor:
Maria Luisa Beconcini, Paolo Formichi, Linda Giresini, Filippo Landi, Benedetta Puccini, Pietro Croce
Publikováno v:
Buildings, Vol 12, Iss 3, p 346 (2022)
The assessment of seismic performance of existing masonry structures is a key aspect for the risk mitigation strategies of existing buildings and preservation of historical heritage. The increasing availability of modelling approaches for the assessm
Externí odkaz:
https://doaj.org/article/63563e3c3dc94ff6a2c0a2172b005ccc
Publikováno v:
Materials, Vol 15, Iss 3, p 951 (2022)
Refined non-linear static or dynamic analyses are increasingly used to assess the behavior of new and existing reinforced concrete structures. To perform these analyses, an adequate knowledge of the force–displacement, bending moment–curvature, a
Externí odkaz:
https://doaj.org/article/87674485f0df420d831e705fbfd5c184
Autor:
Maria Luisa Beconcini, Paolo Cioni, Pietro Croce, Paolo Formichi, Filippo Landi, Caterina Mochi
Publikováno v:
Journal of Systemics, Cybernetics and Informatics, Vol 16, Iss 3, Pp 65-70 (2018)
Assessing existing masonry buildings in seismic zones is a critical issue, due to the high vulnerability of the built environment. Commonly, beside local analysis, refined assessment procedures are used based on non-linear static methods, like the pu
Externí odkaz:
https://doaj.org/article/15b73479293745b690debb23f6f6aa27
Autor:
Pietro Croce, Paolo Formichi, Filippo Landi, Paola Mercogliano, Edoardo Bucchignani, Alessandro Dosio, Silvia Dimova
Publikováno v:
Climate Risk Management, Vol 20, Iss , Pp 138-154 (2018)
It is often assumed that, as a consequence of global warming, a reduction of snow load on the ground should be expected. In reality, snow load is often depending on local orographic situations that can determine an increase of its height, even when t
Externí odkaz:
https://doaj.org/article/ba14ba283baa4bfd89797c2954e7c0f0
Publikováno v:
Atmosphere, Vol 12, Iss 8, p 1074 (2021)
Evaluation of effects of climate change on climate variable extremes is a key topic in civil and structural engineering, strongly affecting adaptation strategy for resilience. Appropriate procedures to assess the evolution over time of climatic actio
Externí odkaz:
https://doaj.org/article/2248ef3f41eb4c9d824a20719319a220
Publikováno v:
Climate, Vol 9, Iss 9, p 133 (2021)
Lightweight roofs are extremely sensitive to extreme snow loads, as confirmed by recently occurring failures all over Europe. Obviously, the problem is further emphasized in warmer climatic areas, where low design values are generally foreseen for sn
Externí odkaz:
https://doaj.org/article/202b2281a43d4618b55b127f02eea194
Publikováno v:
Remote Sensing, Vol 13, Iss 11, p 2025 (2021)
Since extreme values of climatic actions are commonly derived assuming the climate being stationary over time, engineering structures and infrastructures are designed considering design actions derived under this assumption. Owing to the increased re
Externí odkaz:
https://doaj.org/article/765d8b4c59f64d449511cdc510f892d5
Publikováno v:
Materials, Vol 14, Iss 9, p 2313 (2021)
The evaluation of the shear behavior of masonry walls is a first fundamental step for the assessment of existing masonry structures in seismic zones. However, due to the complexity of modelling experimental behavior and the wide variety of masonry ty
Externí odkaz:
https://doaj.org/article/c892e217b66448209887339250863bb4
Publikováno v:
Applied Sciences, Vol 11, Iss 7, p 2984 (2021)
In modern structural codes, the reference value of the snow load on roofs is commonly given as the product of the characteristic value of the ground snow load at the construction site multiplied by the shape coefficient. The shape coefficient is a co
Externí odkaz:
https://doaj.org/article/c3daea14cd134958a6ce768b6dddae09