Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Salvatore, Noè"'
Autor:
Chiara Bedon, Salvatore Noè
Publikováno v:
Vibration, Vol 4, Iss 4, Pp 836-852 (2021)
The vibration performance of pedestrian structures has attracted the attention of several studies, especially with respect to unfavourable operational conditions or possible damage scenarios. Specific vibration comfort levels must be commonly satisfi
Externí odkaz:
https://doaj.org/article/d6bc89a33bb74657b6cdcaedadcdc52f
Autor:
Chiara Bedon, Salvatore Noè
Publikováno v:
Challenging Glass Conference Proceedings, Vol 8 (2022)
The mechanical performance of pedestrian structures attracts the attention of several studies, especially with respect to unfavourable operational conditions or possible damage scenarios. In terms of vibrations, for example, specific customer comfort
Externí odkaz:
https://doaj.org/article/40c2ff3a5b2d4e108859d4fc559c7ee0
Publikováno v:
Buildings, Vol 13, Iss 3, p 754 (2023)
The use of simplified tools in support of the mechanical performance assessment of pedestrian structures is strongly attractive for designers due to practical efficiency, as well as for researchers in terms of innovation and the assessment of new pro
Externí odkaz:
https://doaj.org/article/42c022623a954149bb3aa7f4070e7cce
Publikováno v:
Journal of Sensor and Actuator Networks, Vol 11, Iss 4, p 81 (2022)
Modern constructions are often characterized by the presence of slender and aesthetically fascinating components and assemblies. For pedestrian systems in particular, such constructions are notoriously associated with possible vibration issues, and t
Externí odkaz:
https://doaj.org/article/a4fae2a2c06c4ba0a38d2aa40da99887
Publikováno v:
Buildings, Vol 12, Iss 4, p 413 (2022)
In this work, analytical pushover curves for concentric braced steel frames with active tension diagonal bracings (X-CBF) are proposed. A pushover “spindle”, characterized by two trilinear analytical capacity curves defined for an X-CBF system su
Externí odkaz:
https://doaj.org/article/2e9cf51eba67445d9bc04c8ca1b3378c
Publikováno v:
Buildings, Vol 12, Iss 3, p 359 (2022)
In this work, a general method for the design of concentric braced steel frames (CBF) with active tension diagonal bracings, applicable to single- and multi-storey structures, is presented. The method is based on the use of an elastic modal analysis
Externí odkaz:
https://doaj.org/article/dc8857eb276b4923beff88c3bd5aab48
Uncoupled Wi-Fi Body CoM Acceleration for the Analysis of Lightweight Glass Slabs under Random Walks
Autor:
Chiara Bedon, Salvatore Noè
Publikováno v:
Journal of Sensor and Actuator Networks, Vol 11, Iss 1, p 10 (2022)
The vibration serviceability assessment of slender and/or lightweight pedestrian systems with high sensitivity to walk-induced effects is rather challenging. In the same way, laminated glass (LG) is used in buildings for structural applications but s
Externí odkaz:
https://doaj.org/article/40d9d84d51a44c5cbefc20645af6c702
Autor:
Chiara Bedon, Salvatore Noè
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031072574
The vibration performance of pedestrian structures attracts the attention of several studies, especially with respect to unfavorable operational conditions or possible damage scenarios. Specific vibration comfort levels must be satisfied in addition
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::84d0f5981694b5f2b4cc9923ea2a1463
https://hdl.handle.net/11368/3025804
https://hdl.handle.net/11368/3025804
Publikováno v:
Journal of Sensor and Actuator Networks, Vol 7, Iss 3, p 30 (2018)
In recent years, thanks to the simple and yet efficient design, Micro Electro-Mechanical Systems (MEMS) accelerometers have proven to offer a suitable solution for Structural Health Monitoring (SHM) in civil engineering applications. Such devices are
Externí odkaz:
https://doaj.org/article/6bd416720019445e9ea5838c8cda3246