Gian Michele Calvi
Gian Michele Calvi
professor of structural engineering, IUSS Pavia
Verified email at
Cited by
Cited by
Seismic design and retrofit of bridges
MJN Priestley, F Seible, GM Calvi
John Wiley & Sons, 1996
Displacement Based Seismic Design of Structures
MJN Priestley, GM Calvi, MJ Kowalsky
IUSS Press 1, 714, 2007
In‐plane seismic response of brick masonry walls
G Magenes, GM Calvi
Earthquake engineering & structural dynamics 26 (11), 1091-1112, 1997
Development of seismic vulnerability assessment methodologies over the past 30 years
GM Calvi, R Pinho, G Magenes, JJ Bommer, LF Restrepo-Vélez, ...
ISET journal of Earthquake Technology 43 (3), 75-104, 2006
A displacement-based approach for vulnerability evaluation of classes of buildings
GM Calvi
Journal of earthquake Engineering 3 (03), 411-438, 1999
Seismic hazard assessment (2003–2009) for the Italian building code
M Stucchi, C Meletti, V Montaldo, H Crowley, GM Calvi, E Boschi
Bulletin of the Seismological Society of America 101 (4), 1885-1911, 2011
Seismic response of reinforced concrete frames infilled with weakly reinforced masonry panels
GM Calvi, D Bolognini
Journal of Earthquake Engineering 5 (02), 153-185, 2001
Displacement‐based seismic design of multi‐degree‐of‐freedom bridge structures
GM Calvi, GR Kingsley
Earthquake engineering & structural dynamics 24 (9), 1247-1266, 1995
Seismic behaviour of RC beam-column joints designed for gravity loads
S Pampanin, GM Calvi, M Moratti
12th European Conference on earthquake engineering 726, 2002
Relevance of beam-column joint damage and collapse in RC frame assessment
GM Calvi, G Magenes, S Pampanin
Journal of Earthquake Engineering 6 (spec01), 75-100, 2002
Concept and development of hybrid solutions for seismic resistant bridge systems
A Palermo, S Pampanin, GM Calvi
Journal of Earthquake Engineering 9 (06), 899-921, 2005
Inelastic spectra for displacement-based seismic design
B Borzi, GM Calvi, AS Elnashai, E Faccioli, JJ Bommer
Soil Dynamics and Earthquake Engineering 21 (1), 47-61, 2001
Testing of masonry structures for seismic assessment
GM Calvi, GR Kingsley, G Magenes
Earthquake Spectra 12 (1), 145-162, 1996
Experimental verification of viscous damping modeling for inelastic time history analyzes
L Petrini, C Maggi, MJN Priestley, GM Calvi
Journal of Earthquake Engineering 12 (S1), 125-145, 2008
Experimental and numerical investigations on the seismic response of RC infilled frames and recommendations for code provisions
European Consortium of Earthquake Shaking Tables, MN Fardis
Laboratorio Nacional de Engenharia Civil, 1996
Seismic testing of a full-scale, two-story masonry building: test procedure and measured experimental response
G Magenes, GR Kingsley, GM Calvi
Consiglio nazionale delle ricerche, Gruppo nazionale per la Difesa dai terremoti, 1995
Cyclic behaviour ofbrick masonry walls
G Magenes, GM Calvi
The limitations and performances of different displacement based design methods
TJ Sullivan, GM Calvi, MJN Priestley, MJ Kowalsky
Journal of Earthquake Engineering 7 (spec01), 201-241, 2003
The use of controlled rocking in the seismic design of bridges
A Palermo, S Pampanin, GM Calvi
Doctate Thesis, Technical Institute of Milan, Milan 1, 1-5, 2004
Towards a capacity-design assessment procedure for reinforced concrete frames
MJN Priestley, GM Calvi
Earthquake Spectra 7 (3), 413-437, 1991
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