Zobrazeno 1 - 10
of 121
pro vyhledávání: '"Antonio Tralli"'
Publikováno v:
Frattura ed Integrità Strutturale, Vol 14, Iss 51, Pp 9-23 (2020)
A three-dimensional (3D) general upper-bound limit analysis procedure for the determination of the collapse load of out-of-plane loaded masonry walls with Fiber Reinforced Polymer (FRP) reinforcement strips is presented. The geometry of a given FRP r
Externí odkaz:
https://doaj.org/article/352d03f64844477a946cadf260be9591
Effect of uncertainties on seismic fragility for out-of-plane collapse of unreinforced masonry walls
Publikováno v:
Journal of Building Engineering. 75:106936
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a08c85f8b49055dddb8f780e7df1a355
https://doi.org/10.1016/j.jobe.2023.106936
https://doi.org/10.1016/j.jobe.2023.106936
Publikováno v:
Bulletin of Earthquake Engineering. 19:6049-6079
Unreinforced masonry buildings undergoing seismic actions often exhibit local failure mechanisms which represent a serious life-safety hazard, as recent strong earthquakes have shown. Compared to new buildings, older unreinforced masonry buildings ar
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3b18aa7f1538f0970f5fd3602155595d
https://doi.org/10.1007/s10518-021-01199-6
https://doi.org/10.1007/s10518-021-01199-6
Publikováno v:
Computer Methods in Applied Mechanics and Engineering. 399:115304
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4bf418699782ebebc4f9ff670cb14fcb
https://doi.org/10.1016/j.cma.2022.115304
https://doi.org/10.1016/j.cma.2022.115304
The unreinforced masonry buildings can be present frequent local failure mechanisms and represent a serious life-safety hazard as recent strong earthquakes have shown. Compared to new building, existing unreinforced masonry buildings prone to be more
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c5a08a118628edefcd1040e340e95d03
https://doi.org/10.21203/rs.3.rs-263582/v1
https://doi.org/10.21203/rs.3.rs-263582/v1
We present here an improvement in the non-uniform rational Bezier spline (NURBS)-based kinematic limit analysis approach, which has proven to be particularly effective for masonry vaults, by adding an innovative mesh adaptation scheme. The procedure
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5cf180d59f7ec80987dbc52618f209d3
http://hdl.handle.net/11311/1193846
http://hdl.handle.net/11311/1193846
The aim of this work is to present a simple and practical experimental technique for the estimation of the ultimate shear capacity of perforated in-plane loaded dry joint masonry panels. The test is carried out by using a tilting table; in-scale mode
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1237c7bb2e08fcef0e940260a2d89107
https://hdl.handle.net/11392/2461506
https://hdl.handle.net/11392/2461506
Publikováno v:
INTERNATIONAL CONFERENCE OF COMPUTATIONAL METHODS IN SCIENCES AND ENGINEERING ICCMSE 2020.
In this paper, the three-dimensional analysis of masonry vaults subjected to differential settlements is presented. A representation through NURBS shell elements is followed. Elements are idealized as rigid blocks and jumps of displacement can occur
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::057403df8f5dcf848ea4e2e77318be51
https://doi.org/10.1063/5.0048511
https://doi.org/10.1063/5.0048511
This paper investigates the application of a fast and reliable NURBS-based kinematic limit analysis approach for the assessment of the collapse behaviour of masonry bridges. This approach relies on the description of the geometry of the bridge struct
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::102b4bb3075c2eaae88d0093841f919a
http://hdl.handle.net/11311/1156964
http://hdl.handle.net/11311/1156964