Suivre
Rajesh Dhakal
Rajesh Dhakal
Professor of Earthquake Engineering, University of Canterbury
Adresse e-mail validée de canterbury.ac.nz
Titre
Citée par
Citée par
Année
Modeling for postyield buckling of reinforcement
RP Dhakal, K Maekawa
Journal of structural engineering 128 (9), 1139-1147, 2002
5142002
Reinforcement stability and fracture of cover concrete in reinforced concrete members
RP Dhakal, K Maekawa
Journal of structural engineering 128 (10), 1253-1262, 2002
2612002
Incremental dynamic analysis applied to seismic financial risk assessment of bridges
JB Mander, RP Dhakal, N Mashiko, KM Solberg
Engineering structures 29 (10), 2662-2672, 2007
2562007
Building pounding damage observed in the 2011 Christchurch earthquake
GL Cole, RP Dhakal, FM Turner
Earthquake Engineering & Structural Dynamics 41 (5), 893-913, 2012
2442012
Path-dependent cyclic stress–strain relationship of reinforcing bar including buckling
RP Dhakal, K Maekawa
Engineering Structures 24 (11), 1383-1396, 2002
2332002
Damage to non-structural components and contents in 2010 Darfield earthquake
RP Dhakal
Bulletin of the New Zealand Society for Earthquake Engineering 43 (4), 404-411, 2010
2242010
Seismic performance of an unreinforced masonry building: An experimental investigation
JK Bothara, RP Dhakal, JB Mander
Earthquake Engineering & Structural Dynamics 39 (1), 45-68, 2010
1782010
Error estimation of closed‐form solution for annual rate of structural collapse
BA Bradley, RP Dhakal
Earthquake Engineering & Structural Dynamics 37 (15), 1721-1737, 2008
1342008
Improved seismic hazard model with application to probabilistic seismic demand analysis
BA Bradley, RP Dhakal, M Cubrinovski, JB Mander, GA MacRae
Earthquake engineering & structural dynamics 36 (14), 2211-2225, 2007
1342007
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 & structural dynamics 37 (13), 1549-1564, 2008
1312008
Seismic loss estimation for efficient decision making
B Bradley, R Dhakal, M Cubrinovski, GA MacRae, DS Lee
University of Canterbury. Civil and Natural Resources Engineering., 2008
1272008
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
1162012
Bidirectional cyclic loading experiment on a 3D beam–column joint designed for damage avoidance
L Li, JB Mander, RP Dhakal
Journal of Structural Engineering 134 (11), 1733-1742, 2008
1162008
Intensity measures for the seismic response of pile foundations
BA Bradley, M Cubrinovski, RP Dhakal, GA MacRae
Soil Dynamics and Earthquake Engineering 29 (6), 1046-1058, 2009
1122009
Mechanical and fresh properties of high-strength self-compacting concrete containing class C fly ash
MS Ashtiani, AN Scott, RP Dhakal
Construction and Building materials 47, 1217-1224, 2013
1112013
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
1042009
Performance of a damage-protected highway bridge pier subjected to bidirectional earthquake attack
K Solberg, N Mashiko, JB Mander, RP Dhakal
Journal of structural engineering 135 (5), 469-478, 2009
1042009
Prediction of spatially distributed seismic demands in specific structures: Ground motion and structural response
BA Bradley, RP Dhakal, GA MacRae, M Cubrinovski
Earthquake engineering & structural dynamics 39 (5), 501-520, 2010
972010
Numerical modeling of rectangular reinforced concrete structural walls
F Dashti, RP Dhakal, S Pampanin
Journal of structural engineering 143 (6), 04017031, 2017
952017
Experimental multi‐level seismic performance assessment of 3D RC frame designed for damage avoidance
BA Bradley, RP Dhakal, JB Mander, L Li
Earthquake Engineering & Structural Dynamics 37 (1), 1-20, 2008
922008
Le système ne peut pas réaliser cette opération maintenant. Veuillez réessayer plus tard.
Articles 1–20