フォロー
Michele D’Amato
Michele D’Amato
DiUSS - Dept. for Humanistic, Scientific and Social Innovation, University of Basilicata, Matera
確認したメール アドレス: unibas.it - ホームページ
タイトル
引用先
引用先
Modified steel bar model incorporating bond-slip for seismic assessment of concrete structures
F Braga, R Gigliotti, M Laterza, M D’Amato, S Kunnath
Journal of Structural Engineering 138 (11), 1342-1350, 2012
842012
Validation of a modified steel bar model incorporating bond-slip for seismic assessment of concrete structures
M D’Amato, F Braga, R Gigliotti, S Kunnath, M Laterza
Journal of Structural Engineering 138 (11), 1351-1360, 2012
542012
Preliminary seismic damage assessment of Mexican churches after September 2017 earthquakes
DD Fuentes, PA Baquedano Julià, M D’Amato, M Laterza
International Journal of Architectural Heritage 15 (4), 505-525, 2021
522021
A numerical general-purpose confinement model for non-linear analysis of R/C members
M D’Amato, F Braga, R Gigliotti, S Kunnath, M Laterza
Computers & structures 102, 64-75, 2012
522012
Simplified seismic analyses of ancient churches in Matera’s landscape
M D’Amato, M Laterza, D Diaz Fuentes
International Journal of Architectural Heritage 14 (1), 119-138, 2020
502020
Seismic risk assessment for masonry buildings typologies from L’Aquila 2009 earthquake damage data
M D’Amato, R Laguardia, G Di Trocchio, M Coltellacci, R Gigliotti
Journal of earthquake engineering 26 (9), 4545-4579, 2022
452022
Sonic tomography for masonry walls characterization
G Luchin, LF Ramos, M D’Amato
International Journal of Architectural Heritage 14 (4), 589-604, 2020
422020
Simplified formulations for estimating the main frequencies of ancient masonry churches
S Lopez, M D'Amato, L Ramos, M Laterza, PB Lourenço
Frontiers in Built Environment 5, 18, 2019
392019
Modeling of gravity-designed RC sub-assemblages subjected to lateral loads
M Laterza, M D’Amato, R Gigliotti
Engineering Structures 130, 242-260, 2017
392017
Seismic assessment of the Matera Cathedral
E Ramírez, PB Lourenço, M D’Amato
Structural Analysis of Historical Constructions: An Interdisciplinary …, 2019
352019
Seismic vulnerability and risk assessment of historic constructions: the case of masonry and adobe churches in Italy and Chile
DD Fuentes, M Laterza, M D’Amato
Structural Analysis of Historical Constructions: An Interdisciplinary …, 2019
342019
Seismic performance evaluation of a multi-span existing masonry arch bridge
M D’Amato, M Laterza, V Casamassima
The Open Civil Engineering Journal 11 (11), 1191-1207, 2017
312017
Comparative seismic assessment of ancient masonry churches
M D'Amato, R Gigliotti, R Laguardia
Frontiers in Built Environment 5, 56, 2019
302019
Ambient vibration testing and empirical relation for natural period of historical mosques. Case study of eight mosques in Kermanshah, Iran
I Ashayeri, M Biglari, A Formisano, M D'Amato
Construction and Building Materials 289, 123191, 2021
292021
Mechanical and physical characterization of papercrete as new eco-friendly construction material
T Cardinale, M D’Amato, R Sulla, N Cardinale
Applied Sciences 11 (3), 1011, 2021
282021
Extension to rectangular section of an analytical model for concrete confined by steel stirrups and/or FRP jackets
M Laterza, M D'Amato, F Braga, R Gigliotti
Composite Structures 176, 910-922, 2017
262017
Seismic isolation for protecting historical buildings: A case study
M D'Amato, R Gigliotti, R Laguardia
Frontiers in Built Environment 5, 87, 2019
252019
Seismic performance evaluation of multi-span existing masonry arch bridge
M Laterza, M D’Amato, VM Casamassima
AIP Conference Proceedings 1863 (1), 2017
222017
Seismic assessment of Romanian Orthodox masonry churches in the Banat area through a multi-level analysis framework
AL Monaco, N Grillanda, I Onescu, M Fofiu, F Clementi, M D'Amato, ...
Engineering Failure Analysis 153, 107539, 2023
212023
Comparisons of codal detailing rules for curvature ductility and numerical investigations
M Laterza, M D'Amato, LP Thanthirige, F Braga, R Gigliotti
The Open Construction & Building Technology Journal 8, 132-141, 2014
212014
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