Zobrazeno 1 - 10
of 56
pro vyhledávání: '"Nerio, Tullini"'
Autor:
Fabio Minghini, Nerio Tullini
Publikováno v:
Frontiers in Built Environment, Vol 7 (2021)
In 2012, the North of Italy was hit by a seismic sequence characterized by two main events occurred on May 20 and 29 with MW = 6.1 and 6.0, respectively. Those earthquakes were particularly severe toward precast Reinforced Concrete (RC) structures no
Externí odkaz:
https://doaj.org/article/cfcbde618f8140d4bc3eb212fcb2d4d5
Publikováno v:
Procedia Structural Integrity. 44:386-393
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::652e929aa40247b67cfdcd8b52ee3fca
https://doi.org/10.1016/j.prostr.2023.01.051
https://doi.org/10.1016/j.prostr.2023.01.051
Publikováno v:
Journal of Constructional Steel Research. 205:107854
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c151482bbe8737369a3824fc48ea6396
https://doi.org/10.1016/j.jcsr.2023.107854
https://doi.org/10.1016/j.jcsr.2023.107854
Publikováno v:
Construction and Building Materials. 359:129461
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::150f8b4399402964b548ffe2efce6267
https://doi.org/10.1016/j.conbuildmat.2022.129461
https://doi.org/10.1016/j.conbuildmat.2022.129461
Publikováno v:
Journal of Sound and Vibration. 455:150-160
In this study, a laboratory experiment–based testing program was conducted on a large-scale high-strength Prestressed Concrete I (PCI) beam with a parabolic unbonded tendon, capable of simulating a typical prestressed bridge member. Specifically, t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4ff4d0ae2aa15d48c3fc31238d5c16ee
https://doi.org/10.1016/j.jsv.2019.04.038
https://doi.org/10.1016/j.jsv.2019.04.038
Autor:
Nerio Tullini, Fabio Minghini
Publikováno v:
Frontiers in Built Environment, Vol 7 (2021)
In 2012, the North of Italy was hit by a seismic sequence characterized by two main events occurred on May 20 and 29 with MW = 6.1 and 6.0, respectively. Those earthquakes were particularly severe toward precast Reinforced Concrete (RC) structures no
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::067bb03ebb1cb98415b9639063853f03
https://hdl.handle.net/11392/2446908
https://hdl.handle.net/11392/2446908
The tests described in this paper were aimed at evaluating the tensile capacity of the anchorages connecting an automated pallet warehouse with an existing RC foundation. The warehouse is a new steel structure erected in the place of a previous wareh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::847285af2c00bf7cfdaf05ea77653536
https://hdl.handle.net/11392/2462076
https://hdl.handle.net/11392/2462076
Autor:
Daniele Baraldi, Nerio Tullini
In this work, a simple and effective numerical model is proposed for studying flexible and rigid foundations in bilateral and frictionless contact with a three-dimensional elastic half-space. For this purpose, a Galerkin Boundary Element Method for t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5622311b0d612d1055a3d14f8fb1cc57
http://hdl.handle.net/11392/2425232
http://hdl.handle.net/11392/2425232
Publikováno v:
International Journal of Space Structures. 33:138-149
This article compares two nondestructive static methods used for the axial load assessment in prismatic beam-columns of space trusses. Examples include the struts and ties or the tension chords and diagonal braces of steel pipe racks or roof trusses.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9436c0fd6f5eec6ad090d5a784022a2b
https://doi.org/10.1177/0266351118804123
https://doi.org/10.1177/0266351118804123
Publikováno v:
Engineering Analysis with Boundary Elements. 93:21-28
A Finite Element-Boundary Integral Equation (FE-BIE) coupling method is proposed to investigate a flexible bar weakly attached to an elastic orthotropic half-plane. Firstly, the analysis focused on the case of a bar subjected to horizontal forces and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c2824da19404b167f9c65c9bae0e1bdc
https://doi.org/10.1016/j.enganabound.2018.03.021
https://doi.org/10.1016/j.enganabound.2018.03.021