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Giuseppe Santarsiero
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Study of the seismic behavior of external RC beam–column joints through experimental tests and numerical simulations
A Masi, G Santarsiero, GP Lignola, GM Verderame
Engineering Structures 52, 207-219, 2013
1302013
Seismic response of RC buildings during the Mw 6.0 August 24, 2016 Central Italy earthquake: the Amatrice case study
A Masi, L Chiauzzi, G Santarsiero, V Manfredi, S Biondi, E Spacone, ...
Bulletin of Earthquake Engineering 17, 5631-5654, 2019
992019
Cyclic tests on external RC beam-column joints: role of seismic design level and axial load value on the ultimate capacity
A Masi, G Santarsiero, D Nigro
Journal of Earthquake Engineering 17 (1), 110-136, 2013
792013
Performance of the health facilities during the 2012 Emilia (Italy) earthquake and analysis of the Mirandola hospital case study
A Masi, G Santarsiero, MR Gallipoli, M Mucciarelli, V Manfredi, A Dusi, ...
Bulletin of Earthquake Engineering 12, 2419-2443, 2014
682014
The Italian guidelines on risk classification and management of bridges: Applications and remarks on large scale risk assessments
G Santarsiero, A Masi, V Picciano, A Digrisolo
Infrastructures 6 (8), 111, 2021
612021
Experimental static and dynamic response of a real RC frame upgraded with SMA re-centering and dissipating braces
M Dolce, D Cardone, R Marnetto, M Mucciarelli, D Nigro, FC Ponzo, ...
Proc. 13th World Conf. on Earthquake Eng, 2004
612004
Concrete strength variability in Italian RC buildings: analysis of a large database of core tests
A Masi, A Digrisolo, G Santarsiero
Applied mechanics and materials 597, 283-290, 2014
602014
Seismic performance of RC beam–column joints retrofitted with steel dissipation jackets
G Santarsiero, A Masi
Engineering Structures 85, 95-106, 2015
552015
Integrated seismic and energy retrofitting of existing buildings: A state-of-the-art review
DA Pohoryles, DA Bournas, F Da Porto, A Caprino, G Santarsiero, ...
Journal of Building Engineering 61, 105274, 2022
512022
Performance of the healthcare facilities during the 2016–2017 Central Italy seismic sequence
G Santarsiero, L Di Sarno, S Giovinazzi, A Masi, E Cosenza, S Biondi
Bulletin of earthquake engineering 17, 5701-5727, 2019
432019
Development of a seismic risk mitigation methodology for public buildings applied to the hospitals of Basilicata region (Southern Italy)
A Masi, G Santarsiero, L Chiauzzi
Soil Dynamics and Earthquake Engineering 65, 30-42, 2014
342014
Durability of Gerber saddles in RC bridges: Analyses and applications (Musmeci Bridge, Italy)
G Santarsiero, A Masi, V Picciano
Infrastructures 6 (2), 25, 2021
332021
FE modelling of the seismic behavior of wide beam-column joints strengthened with CFRP systems
G Santarsiero
Buildings 8 (2), 31, 2018
312018
Analysis of a large database of concrete core tests with emphasis on within-structure variability
A Masi, A Digrisolo, G Santarsiero
Materials 12 (12), 1985, 2019
302019
Influence of axial load on the seismic behavior of RC beam-column joints with wide beam
A Masi, G Santarsiero, A Mossucca, D Nigro
Applied Mechanics and Materials 508, 208-214, 2014
302014
TREMA project experimental evaluation of the seismic performance of a R/C 1/4 scaled model upgraded with the DIS-CAM system
M Dolce, C Moroni, D Nigro, FC Ponzo, G Santarsiero, M Di Croce, ...
Proceedings of the fib 2nd International Congress, Naples, Italy, 2006
292006
Seismic tests on RC building exterior joints with wide beams
A Masi, G Santarsiero
Advanced Materials Research 787, 771-777, 2013
282013
Analysis of slab action on the seismic behavior of external RC beam-column joints
G Santarsiero, A Masi
Journal of Building Engineering 32, 101608, 2020
262020
Interaction of a railway tunnel with a deep slow landslide in clay shales
R Vassallo, M Mishra, G Santarsiero, A Masi
Procedia Earth and Planetary Science 16, 15-24, 2016
252016
Modeling of landslide–tunnel interaction: the Varco d’Izzo case study
R Vassallo, M Mishra, G Santarsiero, A Masi
Geotechnical and Geological Engineering 37 (6), 5507-5531, 2019
242019
Il sistema al momento non pu eseguire l'operazione. Riprova pi tardi.
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