Zobrazeno 1 - 10
of 22
pro vyhledávání: '"Danilo D'Angela"'
Autor:
Andrea Prota, Martino Zito, Danilo D’Angela, Giuseppe Toscano, Carla Ceraldi, Antimo Fiorillo, Gennaro Magliulo
Publikováno v:
Advances in Civil Engineering, Vol 2022 (2022)
The seismic response of freestanding elements is typically extremely critical, and this is associated with a high seismic risk in the case of museum objects and artefacts. This paper reports the preliminary results of an experimental testing campaign
Externí odkaz:
https://doaj.org/article/992bab85836543f2b4ee552e3069af69
Publikováno v:
Buildings, Vol 12, Iss 11, p 1871 (2022)
Nonstructural elements (NEs) are generally defined as elements typically housed within buildings/facilities that are not part of the structural system. Nonstructural elements are often classified as architectural elements, mechanical/electrical/hydra
Externí odkaz:
https://doaj.org/article/39647e6b134b48afa7a7b260d68e52d6
Autor:
Andrea Prota, Martino Zito, Danilo D’Angela, Giuseppe Toscano, Carla Ceraldi, Antimo Fiorillo, Gennaro Magliulo
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031211867
The seismic risk associated with the freestanding elements can be high, especially if they are housed within critical buildings (e.g., hospitals and nuclear plants) or have historical/cultural significance (e.g., museum objects or artifacts). In many
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ab3840a01b6f783ae5a5e899112c26af
https://doi.org/10.1007/978-3-031-21187-4_72
https://doi.org/10.1007/978-3-031-21187-4_72
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031211867
Nonstructural elements are typically associated with high seismic risk, regarding functioning interruption, economic losses, and casualties. Architectural elements such as infills and internal partitions are often associated with major construction c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8a65c5b4de16575c6fc84b65d61fabde
https://doi.org/10.1007/978-3-031-21187-4_70
https://doi.org/10.1007/978-3-031-21187-4_70
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031211867
The assessment of the seismic performance of nonstructural elements (NEs) is typically required by the current international codes, regulations, and guidelines. Required response spectra (RRS) and acceleration testing inputs are the key parameters fo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b1f6a7c98fb2b71ecc34640c735eee4b
https://doi.org/10.1007/978-3-031-21187-4_76
https://doi.org/10.1007/978-3-031-21187-4_76
Publikováno v:
Bulletin of Earthquake Engineering. 19:3701-3743
The paper investigates both local and global capacity criteria for collapse assessment of RC frame buildings. Both literature and regulations criteria are considered, also including the formulation recommended in the draft of the new Eurocode 8 (part
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::baa92afead32de48689ae9a19f277b4f
https://doi.org/10.1007/s10518-021-01115-y
https://doi.org/10.1007/s10518-021-01115-y
Publikováno v:
Procedia Structural Integrity. 25:364-369
The paper presents the preliminary results of Acoustic Emission (AE) tests on a peralitic ductile cast iron (DCI) subjected to fatigue tensile loading. The focus is on the evaluation of the information Entropy of the AE data, as an innovative tool fo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a332b6a62d04125ec1a77af86ad8c25b
https://doi.org/10.1016/j.prostr.2020.04.041
https://doi.org/10.1016/j.prostr.2020.04.041
This paper reports the results of an extensive campaign of incremental dynamic analyses (IDA) of rigid rocking blocks under various loading histories, including real ground/floor motions and shake table testing protocol loading histories. Several blo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::219ebbf62825d81bc833f1fcf4dbe94f
http://hdl.handle.net/11588/891186
http://hdl.handle.net/11588/891186
Nonstructural elements (NEs) are typically associated with major seismic risk, as several postevent surveys and literature studies highlighted in the last few decades. NE seismic risk is often expressed in terms of critical functioning disruption, ec
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3730::8cd109fde6e4135dc718c49a524de362
https://hdl.handle.net/11588/905123
https://hdl.handle.net/11588/905123