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
7841999
Seismic performance of reinforced concrete buildings in the 22 February Christchurch (Lyttelton) earthquake
WY Kam, S Pampanin, K Elwood
Bulletin of the New Zealand Society for Earthquake Engineering 44 (4), 239-278, 2011
2622011
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
1972001
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
1942003
Seismic behaviour of RC beam-column joints designed for gravity loads
S Pampanin, GM Calvi, M Moratti
12th European Conference on earthquake engineering, 2002
1802002
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
1772009
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
1702002
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
1682005
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
1622008
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
1582003
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
1472007
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
1422005
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
1322008
Emerging solutions for high seismic performance of precast/prestressed concrete buildings
S Pampanin
Journal of Advanced Concrete Technology 3 (2), 207-223, 2005
1262005
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
1062007
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
1052006
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
1012010
The use of controlled rocking in the seismic design of bridges
A Palermo, S Pampanin, GM Calvi
Doctate Thesis, Technical Institute of Milan, Milan, 1.5, 2004
1002004
Towards performance-based design of MDOF structures with explicit consideration of residual deformations
C Christopoulos, S Pampanin
University of Canterbury. Civil Engineering., 2004
992004
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
942010
Il sistema al momento non pu eseguire l'operazione. Riprova pi tardi.
Articoli 1–20