Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Francesco Vanin"'
Publikováno v:
Frontiers in Built Environment, Vol 6 (2020)
Equivalent frame models are an effective tool for the seismic assessment of existing masonry structures. Due to their simplicity, these models can be used to perform multiple nonlinear dynamic analyses, accounting explicitly for different sources of
Externí odkaz:
https://doaj.org/article/2db84515c71349cdadbde9c41b0af47d
Publikováno v:
Buildings, Vol 11, Iss 5, p 205 (2021)
Though flexible diaphragms play a role in the seismic behaviour of unreinforced masonry buildings, the effect of the connections between floors and walls is rarely discussed or explicitly modelled when simulating the response of such buildings. These
Externí odkaz:
https://doaj.org/article/d5717931997b4144a264577da468801f
Publikováno v:
Applied Sciences, Vol 11, Iss 5, p 2280 (2021)
Seismic assessments of historical masonry buildings are affected by several sources of epistemic uncertainty. These are mainly the material and the modelling parameters and the displacement capacity of the elements. Additional sources of uncertainty
Externí odkaz:
https://doaj.org/article/1fb4248ab4524f9eaa8bef89e0cd329f
Publikováno v:
2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE.
Fibre-reinforced polymers (FRP) strengthening can be applied to decrease the seismic vulnerability of existing masonry buildings, both with regard to in-plane and out-of-plane failure mechanisms. Experimentally, the impact of strengthening solutions
Publikováno v:
Earthquake Engineering & Structural Dynamics. 49:1365-1387
Publikováno v:
Buildings, Vol 11, Iss 205, p 205 (2021)
Buildings; Volume 11; Issue 5; Pages: 205
Buildings; Volume 11; Issue 5; Pages: 205
Though flexible diaphragms play a role in the seismic behaviour of unreinforced masonry buildings, the effect of the connections between floors and walls is rarely discussed or explicitly modelled when simulating the response of such buildings. These
Publikováno v:
Engineering Structures. 192:264-278
This paper describes quasi-static cyclic shear-compression tests on six plastered single-leaf stone masonry walls. Of the six walls, four are tested under different axial load ratios, performing a cyclic load history with two cycles per increasing dr
Publikováno v:
1st Croatian Conference on Earthquake Engineering.
Many historical centres in Europe, including the city centre of Zagreb, feature masonry building aggregates, which developed as the building layout of the city was densified. Adjacent buildings in aggregates often share a structural wall and the buil
Publikováno v:
Frontiers in Built Environment, Vol 6 (2020)
Equivalent frame models are an effective tool for the seismic assessment of existing masonry structures. Due to their simplicity, these models can be used to perform multiple nonlinear dynamic analyses, accounting explicitly for different sources of
Publikováno v:
Applied Sciences
Volume 11
Issue 5
Applied Sciences, Vol 11, Iss 2280, p 2280 (2021)
Volume 11
Issue 5
Applied Sciences, Vol 11, Iss 2280, p 2280 (2021)
Seismic assessments of historical masonry buildings are affected by several sources of epistemic uncertainty. These are mainly the material and the modelling parameters and the displacement capacity of the elements. Additional sources of uncertainty
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::9aad464e7b935a288936636212d86b64
https://infoscience.epfl.ch/record/283901
https://infoscience.epfl.ch/record/283901