Segui
Stefano Pampanin
Titolo
Citata da
Citata da
Anno
Preliminary results and conclusions from the PRESSS five-story precast concrete test building
MJN Priestley, S Sritharan, JR Conley, S Pampanin
PCI journal 44 (6), 42-67, 1999
9831999
Seismic performance of reinforced concrete buildings in the 22 February Christchurch (Lyttleton) earthquake
WY Kam, S Pampanin, K Elwood
University of Canterbury. Civil and Natural Resources Engineering, 2011
3532011
Quasi‐static and pseudo‐dynamic testing of unbonded post‐tensioned rocking bridge piers with external replaceable dissipaters
D Marriott, S Pampanin, A Palermo
Earthquake engineering & structural dynamics 38 (3), 331-354, 2009
2822009
Seismic behavior of RC beam-column joints designed for gravity only
S Pampanin, GM Calvi, M Moratti
University of Canterbury. Civil Engineering., 2002
2782002
Performance-based seismic response of frame structures including residual deformations part I: single-degree of freedom systems
C Christopoulos, S Pampanin, MJ Nigel Priestley
Journal of Earthquake Engineering 7 (01), 97-118, 2003
2622003
Analytical modelling of the seismic behaviour of precast concrete frames designed with ductile connections
S Pampanin, MJN Priestley, S Sritharan
Journal of Earthquake Engineering 5 (03), 329-367, 2001
2612001
Design, modeling, and experimental response of seismic resistant bridge piers with posttensioned dissipating connections
A Palermo, S Pampanin, D Marriott
Journal of Structural Engineering 133 (11), 1648-1661, 2007
2262007
Seismic design of multi-storey buildings using laminated veneer lumber (LVL)
A Palermo, S Pampanin, A Buchanan, M Newcombe
University of Canterbury. Civil Engineering., 2005
2212005
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
2062002
Multi-storey prestressed timber buildings in New Zealand
A Buchanan, B Deam, M Fragiacomo, S Pampanin, A Palermo
Structural Engineering International 18 (2), 166-173, 2008
2012008
Dynamic testing of precast, post-tensioned rocking wall systems with alternative dissipating solutions
D Marriott, S Pampanin, D Bull, A Palermo
University of Canterbury. Civil and Natural Resources Engineering, 2008
1982008
Performance-based seismic response of frame structures including residual deformations part II: multi-degree of freedom systems
S Pampanin, C Christopoulos, MJ Nigel Priestley
Journal of Earthquake Engineering 7 (01), 119-147, 2003
1972003
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
1852005
In-plane stiffness of wooden floor
A Brignola, S Podesta, S Pampanin
University of Canterbury. Civil and Natural Resources Engineering, 2008
1502008
Emerging solutions for high seismic performance of precast/prestressed concrete buildings
S Pampanin
Journal of Advanced Concrete Technology 3 (2), 207-223, 2005
1462005
The sliding hinge joint moment connection
GA MacRae, GC Clifton, H Mackinven, N Mago, J Butterworth, ...
Bulletin of the New Zealand Society for Earthquake Engineering 43 (3), 202-212, 2010
1362010
Performance-based seismic retrofit strategy for existing reinforced concrete frame systems using fiber-reinforced polymer composites
S Pampanin, D Bolognini, A Pavese
Journal of composites for construction 11 (2), 211-226, 2007
1362007
Self‐centering structural systems with combination of hysteretic and viscous energy dissipations
WY Kam, S Pampanin, A Palermo, AJ Carr
Earthquake engineering & structural dynamics 39 (10), 1083-1108, 2010
1342010
Development and validation of a metallic haunch seismic retrofit solution for existing under‐designed RC frame buildings
S Pampanin, C Christopoulos, TH Chen
Earthquake engineering & structural dynamics 35 (14), 1739-1766, 2006
1302006
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
1302004
Il sistema al momento non pu eseguire l'operazione. Riprova pi tardi.
Articoli 1–20