| 1 | Evaluation of the behavior of the interface zone between an asphalt mixture and an inductive power transfer pad | 7.6 | 4 | Citations (PDF) |
| 2 | Influence of Excess Pore-pressure on the Seismic Response of Single and Closely Adjacent Structures on Saturated Sand | 2.8 | 4 | Citations (PDF) |
| 3 | Lid induced sloshing suppression and evaluation of wall stresses in a liquid storage tank including seismic soil‐structure interaction | 4.7 | 10 | Citations (PDF) |
| 4 | Experimental Study of the Effect of Proximity between Adjacent Buildings on their Dynamic Response | 3.2 | 6 | Citations (PDF) |
| 5 | Dynamic response of stand-alone and adjacent footing on saturated sand | 4.3 | 9 | Citations (PDF) |
| 6 | Evaluation of the adequacy of a spring‐mass model in analyses of liquid sloshing in anchored storage tanks | 4.7 | 17 | Citations (PDF) |
| 7 | Experimental study of the seismic response of a structure set amongst closely adjacent structures | 4.7 | 12 | Citations (PDF) |
| 8 | Impact of the excitation frequencies on wall stresses in a storage tank | 5.7 | 6 | Citations (PDF) |
| 9 | Shake table investigation of nonlinear soil–structure–fluid interaction of a thin-walled storage tank under earthquake load | 5.9 | 26 | Citations (PDF) |
| 10 | Influence of shallow footings on the dynamic response of saturated sand with low confining pressure | 4.3 | 10 | Citations (PDF) |
| 11 | Experimental findings of the suppression of rotary sloshing on the dynamic response of a liquid storage tank | 3.2 | 26 | Citations (PDF) |
| 12 | Analyzing the Application of Different Sources of Recycled Concrete Aggregate for Road Construction | 2.0 | 6 | Citations (PDF) |
| 13 | Leachability of endocrine disrupting chemicals (EDCs) in municipal sewage sludge: Effects of EDCs interaction with dissolved organic matter | 8.4 | 9 | Citations (PDF) |
| 14 | Factors determining the optimum moisture content (OMC) of greywacke aggregates from northern New Zealand | 4.8 | 0 | Citations (PDF) |
| 15 | Experimental study of the effect of a flexible base on the seismic response of a liquid storage tank | 5.9 | 38 | Citations (PDF) |
| 16 | Amendment of municipal sewage sludge with lime and mussel shell: Effects on fate of organic matter and pharmaceutically active compounds | 7.4 | 9 | Citations (PDF) |
| 17 | A continuous map of near-surface S-wave attenuation in New Zealand | 2.6 | 10 | Citations (PDF) |
| 18 | Mobility of pharmaceutical and personal care products in lime amended wastewater biosolids | 8.4 | 23 | Citations (PDF) |
| 19 | On Durations, Peak Factors, and Nonstationarity Corrections in Seismic Hazard Applications of Random Vibration Theory | 2.8 | 8 | Citations (PDF) |
| 20 | Experimental assessment of contact forces on a rigid base following footing uplift | 4.7 | 27 | Citations (PDF) |
| 21 | Permanent Strain Behavior of Marginal Granular Material | 2.0 | 8 | Citations (PDF) |
| 22 | Influence of base plate bending stiffness on the seismic performance of liquid storage tanks | 1.8 | 3 | Citations (PDF) |
| 23 | Vibratory Compaction of Base Course Aggregates | 2.0 | 1 | Citations (PDF) |
| 24 | Impact of Vertical Ground Excitation on a Bridge with Footing Uplift | 2.8 | 21 | Citations (PDF) |
| 25 | NUMERICAL ANALYSES OF THE INFLUENCE OF STRUCTURAL SLENDERNESS ON THE SEISMIC RESPONSE OF SINGLE AND CLUSTERED STRUCTURES 2016, , 5817-5825 | | 0 | Citations (PDF) |
| 26 | EFFECT OF HIGHER MODES ON STRUCTURAL RESPONSE WITH NONLINEAR SOIL-FOUNDATION-STRUCTURE INTERACTION 2016, , 5826-5833 | | 0 | Citations (PDF) |
| 27 | The effect of seismic uplift on the shell stresses of liquid‐storage tanks | 4.7 | 40 | Citations (PDF) |
| 28 | Experimental study of slip-friction connectors for controlling the maximum seismic demand on a liquid storage tank | 5.7 | 14 | Citations (PDF) |
| 29 | Evaluation of seismic ground motion scaling procedures for linear time-history analysis of liquid storage tanks | 5.7 | 15 | Citations (PDF) |
| 30 | Amendment of biosolids with waste materials and lime: Effect on geoenvironmental properties and leachate production | 7.4 | 7 | Citations (PDF) |
| 31 | Discussion on ‘relaxation method for pounding action between adjacent buildings at expansion joint’ by H. Takabatake, M. Yasui, Y. Nakagawa and A. Kishida | 4.7 | 1 | Citations (PDF) |
| 32 | Hard-Site 0 (Kappa) Calculations for Christchurch, New Zealand, and Comparison with Local Ground-Motion Prediction Models | 2.8 | 43 | Citations (PDF) |
| 33 | Influence of mass and contact surface on pounding response of RC structures | 1.5 | 10 | Citations (PDF) |
| 34 | Determination of site period for NZS1170.5:2004 | 0.6 | 2 | Citations (PDF) |
| 35 | Re: Paper by Dhakal, Lin, Loye and Evans “Seismic design spectra for different soil classes” in NZSEE Bulletin Volume 46, No. 2, June 2013, pp 79-87. | 0.6 | 1 | Citations (PDF) |
| 36 | Influence of uplift on liquid storage tanks during earthquakes | 0.1 | 14 | Citations (PDF) |
| 37 | Comparison between standards for seismic design of liquid storage tanks with respect to soil-foundation-structure interaction and uplift | 0.6 | 10 | Citations (PDF) |
| 38 | Reference stations for Christchurch | 0.6 | 11 | Citations (PDF) |
| 39 | Seismic Response of Liquid Storage Tanks Incorporating Soil Structure Interaction | 3.9 | 37 | Citations (PDF) |
| 40 | Reliability of Shallow Foundations Subjected to Multidirectional Seismic Loading | 3.9 | 3 | Citations (PDF) |
| 41 | THE SHEAR STRENGTH AND DYNAMIC SHEAR STIFFNESS OF SOME NEW ZEALAND VOLCANIC ASH SOILS | 1.1 | 9 | Citations (PDF) |
| 42 | Retrofit of seismically isolated structures for near-field ground motion using additional viscous damping | 0.6 | 2 | Citations (PDF) |
| 43 | The dynamic properties of a pumiceous sand | 0.6 | 9 | Citations (PDF) |
| 44 | Dynamic Response of Laterally Excited Pile Groups | 3.9 | 40 | Citations (PDF) |
| 45 | Two dimensional nonlinear site response analyses | 0.6 | 1 | Citations (PDF) |
| 46 | Discussion of “
Earthquake Deformation of Centrifuge Model Banks
” by Bruce L. Kutter (December, 1984, Vol. 110, No. 12) | 0.5 | 0 | Citations (PDF) |
