| High-speed railway lines on soft ground: dynamic behaviour at critical train speed C Madshus, AM Kaynia Journal of Sound and Vibration 231 (3), 689-701, 2000 | 556 | 2000 |
| Dynamic stiffness and seismic response of pile groups AM Kaynia MIT-CE-R82-03, 1982 | 472 | 1982 |
| Ground vibration from high-speed trains: prediction and countermeasure AM Kaynia, C Madshus, P Zackrisson Journal of geotechnical and geoenvironmental engineering 126 (6), 531-537, 2000 | 415 | 2000 |
| SYNER-G: typology definition and fragility functions for physical elements at seismic risk K Pitilakis, H Crowley, AM Kaynia Geotechnical, Geological and Earthquake Engineering 27, 2014 | 312* | 2014 |
| A conceptual framework for quantitative estimation of physical vulnerability to landslides M Uzielli, F Nadim, S Lacasse, AM Kaynia Engineering geology 102 (3-4), 251-256, 2008 | 308 | 2008 |
| Kinematic seismic response of single piles and pile groups K Fan, G Gazetas, A Kaynia, E Kausel, S Ahmad Journal of Geotechnical Engineering 117 (12), 1860-1879, 1991 | 306 | 1991 |
| Seismic effectiveness of tuned mass dampers AM Kaynia, D Veneziano, JM Biggs Journal of the Structural Division 107 (8), 1465-1484, 1981 | 306 | 1981 |
| Dynamic behavior of pile groups AM Kanya Proc. 2nd International Conf., Numerical Methods of Offshore Piling, 509-532, 1982 | 302 | 1982 |
| SYNER-G: typology definition and fragility functions for physical elements at seismic risk K Pitilakis, H Crowley, AM Kaynia Geotechnical, Geological and Earthquake Engineering 27, 1-28, 2014 | 275 | 2014 |
| Dynamics of piles and pile groups in layered soil media AM Kaynia, E Kausel Soil Dynamics and Earthquake Engineering 10 (8), 386-401, 1991 | 250 | 1991 |
| Static and dynamic simulation of a 700-m high rock slope in western Norway R Bhasin, AM Kaynia Engineering Geology 71 (3-4), 213-226, 2004 | 198 | 2004 |
| Fragility of transport assets exposed to multiple hazards: State-of-the-art review toward infrastructural resilience SA Argyroudis, SΑ Mitoulis, MG Winter, AM Kaynia Reliability Engineering & System Safety 191, 106567, 2019 | 183 | 2019 |
| Dynamic response of pile groups with different configurations G Gazetas, K Fan, A Kaynia Soil Dynamics and Earthquake Engineering 12 (4), 239-257, 1993 | 144 | 1993 |
| Seismic considerations in design of offshore wind turbines AM Kaynia Soil Dynamics and Earthquake Engineering 124, 399-407, 2019 | 140 | 2019 |
| Probabilistic assessment of vulnerability to landslide: application to the village of Lichtenstein, Baden-Württemberg, Germany AM Kaynia, M Papathoma-Köhle, B Neuhäuser, K Ratzinger, H Wenzel, ... Engineering Geology 101 (1-2), 33-48, 2008 | 135 | 2008 |
| Dynamic interaction factors for floating pile groups G Gazetas, K Fan, A Kaynia, E Kausel Journal of Geotechnical Engineering 117 (10), 1531-1548, 1991 | 132 | 1991 |
| Propagation of seismic waves through liquefied soils M Taiebat, B Jeremić, YF Dafalias, AM Kaynia, Z Cheng Soil Dynamics and Earthquake Engineering 30 (4), 236-257, 2010 | 129 | 2010 |
| Suction caisson foundations for offshore wind turbines subjected to wave and earthquake loading: effect of soil–foundation interface RS Kourkoulis, PC Lekkakis, FM Gelagoti, AM Kaynia Géotechnique 64 (3), 171-185, 2014 | 117 | 2014 |
| Frequency domain dynamic analysis of piles and pile groups SM Mamoon, AM Kaynia, PK Banerjee Journal of Engineering Mechanics 116 (10), 2237-2257, 1990 | 111 | 1990 |
| Soil conditions and slope stability in the Ormen Lange area TJ Kvalstad, F Nadim, AM Kaynia, KH Mokkelbost, P Bryn Marine and Petroleum Geology 22 (1-2), 299-310, 2005 | 110 | 2005 |
