Geoffrey W Rodgers
Geoffrey W Rodgers
Professor in Mechanical Engineering, University of Canterbury
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Zitiert von
Performance of a damage-protected beam-column subassembly utilizing external HF2V energy dissipation devices
GW Rodgers, KM Solberg, JG Chase, JB Mander, BA Bradley, RP Dhakal, ...
Earthquake Engineering and Structural Dynamics 37 (3), 1549-1564, 2008
High-force-to-volume seismic dissipators embedded in a jointed precast concrete frame
GW Rodgers, KM Solberg, JB Mander, JG Chase, BA Bradley, RP Dhakal
Journal of Structural Engineering 138 (3), 375-386, 2012
Damage avoidance design steel beam-column moment connection using high-force-to-volume dissipators
TJ Mander, GW Rodgers, JG Chase, JB Mander, GA MacRae, RP Dhakal
Journal of Structural Engineering 135 (11), 1390-1397, 2009
Re-shaping hysteretic behaviour using semi-active resettable device dampers
JG Chase, KJ Mulligan, A Gue, T Alnot, G Rodgers, JB Mander, R Elliott, ...
Engineering Structures 28 (10), 1418-1429, 2006
Experimental studies on cyclic performance of column base strong axis–aligned asymmetric friction connections
J Borzouie, GA MacRae, JG Chase, GW Rodgers, GC Clifton
Journal of Structural Engineering 142 (1), 04015078, 2016
Experimental development, tradeoff analysis and design implementation of high force-to-volume damping technology
GW Rodgers, JG Chase, JB Mander, NC Leach, CS Denmead
Bulletin of the New Zealand Society for Earthquake Engineering 40 (2), 35-48, 2007
Experimental studies on cyclic performance of column base weak axis aligned asymmetric friction connection
J Borzouie, GA MacRae, JG Chase, GW Rodgers, GC Clifton
Journal of Constructional Steel Research 112, 252-262, 2015
Behaviour of asymmetrical friction connections using different shim materials
JC Golondrino, G MacRae, C Clifton
Proceedings of the New Zealand society for earthquake engineering conference, 2012
Spectral analysis and design approach for high force‐to‐volume extrusion damper‐based structural energy dissipation
GW Rodgers, JB Mander, JG Chase, RP Dhakal, NC Leach, ...
Earthquake Engineering & Structural Dynamics 37 (2), 207-223, 2008
Physical parameter identification of nonlinear base-isolated buildings using seismic response data
C Xu, JG Chase, GW Rodgers
Computers & Structures 145, 47-57, 2014
Re‐shaping hysteretic behaviour—spectral analysis and design equations for semi‐active structures
GW Rodgers, JB Mander, J Geoffrey Chase, KJ Mulligan, BL Deam, ...
Earthquake Engineering & Structural Dynamics 36 (1), 77-100, 2007
Physical parameter identification of structural systems with hysteretic pinching
C Zhou, JG Chase*, GW Rodgers, H Tomlinson, C Xu
Computer‐Aided Civil and Infrastructure Engineering 30 (4), 247-262, 2015
Beyond ductility: parametric testing of a jointed rocking beam-column connection designed for damage avoidance
GW Rodgers, JB Mander, JG Chase, RP Dhakal
Journal of Structural Engineering 142 (8), C4015006, 2016
Next generation structural technologies: Implementing high force-to-volume energy absorbers
GW Rodgers
University of Canterbury. Mechanical Engineering, 2009
Experimental testing of damage-resistant rocking glulam walls with lead extrusion dampers
D Wrzesniak, GW Rodgers, M Fragiacomo, JG Chase
Construction and Building Materials 102, 1145-1153, 2016
Experimental validation of semi‐active resetable actuators in a ⅕th scale test structure
KJ Mulligan, JG Chase, JB Mander, GW Rodgers, RB Elliott, ...
Earthquake Engineering & Structural Dynamics 38 (4), 517-536, 2009
Performance and degradation of sliding steel friction connections: Impact of velocity, corrosion coating and shim material
GW Rodgers, JG Chase, R Causse, J Chanchi, GA MacRae
Engineering Structures 141, 292-302, 2017
Shake‐table test of a two‐storey low‐damage concrete wall building
RS Henry, Y Zhou, Y Lu, GW Rodgers, A Gu, KJ Elwood, TY Yang
Earthquake engineering & structural dynamics 50 (12), 3160-3183, 2021
Comparing model-based adaptive LMS filters and a model-free hysteresis loop analysis method for structural health monitoring
C Zhou, JG Chase, GW Rodgers, C Xu
Mechanical Systems and Signal Processing 84, 384-398, 2017
Damage assessment by stiffness identification for a full-scale three-story steel moment resisting frame building subjected to a sequence of earthquake excitations
C Zhou, JG Chase, GW Rodgers, C Iihoshi
Bulletin of Earthquake Engineering 15, 5393-5412, 2017
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