On the performance of gyro‐mass devices for displacement mitigation in base isolation systems M Saitoh Structural Control and Health Monitoring 19 (2), 246-259, 2012 | 125 | 2012 |
Simple model of frequency-dependent impedance functions in soil-structure interaction using frequency-independent elements M Saitoh Journal of Engineering Mechanics 133 (10), 1101-1114, 2007 | 78 | 2007 |
Impedance functions of end-bearing inclined piles LA Padrón, JJ Aznárez, O Maeso, M Saitoh Soil dynamics and earthquake engineering 38, 97-108, 2012 | 49 | 2012 |
Model tests and numerical analyses on horizontal impedance functions of inclined single piles embedded in cohesionless soil CS Goit, M Saitoh Earthquake engineering and engineering vibration 12, 143-154, 2013 | 48 | 2013 |
Fixed-head pile bending by kinematic interaction and criteria for its minimization at optimal pile radius M Saitoh Journal of Geotechnical and Geoenvironmental Engineering 131 (10), 1243-1251, 2005 | 44 | 2005 |
Model tests on horizontal impedance functions of fixed-head inclined pile groups under soil nonlinearity CS Goit, M Saitoh Journal of Geotechnical and Geoenvironmental Engineering 140 (6), 04014023, 2014 | 38 | 2014 |
On the performance of lumped parameter models with gyro‐mass elements for the impedance function of a pile‐group supporting a single‐degree‐of‐freedom system M Saitoh Earthquake engineering & structural dynamics 41 (4), 623-641, 2012 | 33 | 2012 |
Model tests on horizontal pile-to-pile interaction incorporating local non-linearity and resonance effects CS Goit, M Saitoh, G Mylonakis, H Kawakami, H Oikawa Soil Dynamics and Earthquake Engineering 48, 175-192, 2013 | 29 | 2013 |
Influence of pile radius on the pile head kinematic bending strains of end-bearing pile groups MF Torshizi, M Saitoh, GM Álamo, CS Goit, LA Padrón Soil Dynamics and Earthquake Engineering 105, 184-203, 2018 | 23 | 2018 |
Improving the performance of conventional base isolation systems by an external variable negative stiffness device under near-fault and long-period ground motions S Nepal, M Saitoh Earthquake Engineering and Engineering Vibration 19, 985-1003, 2020 | 20 | 2020 |
Effects of flexibility on rocking impedance of deeply embedded foundation M Saitoh, H Watanabe Journal of geotechnical and geoenvironmental engineering 130 (4), 438-445, 2004 | 20 | 2004 |
On the verification of superposition method of kinematic interaction and inertial interaction in dynamic response analysis of soil-pile-structure systems MS Ullah, H Yamamoto, CS Goit, M Saitoh Soil Dynamics and Earthquake Engineering 113, 522-533, 2018 | 19 | 2018 |
Principle of superposition for assessing horizontal dynamic response of pile groups encompassing soil nonlinearity CS Goit, M Saitoh, G Mylonakis Soil Dynamics and Earthquake Engineering 82, 73-83, 2016 | 17 | 2016 |
Expanded superposition method for impedance functions of inclined‐pile groups M Saitoh, LA Padrón, JJ Aznárez, O Maeso, CS Goit International Journal for Numerical and Analytical Methods in Geomechanics …, 2016 | 16 | 2016 |
Single pile under vertical vibrations in cohesionless soil CS Goit, M Saitoh Géotechnique 68 (10), 893-904, 2018 | 15 | 2018 |
Experimental approach on the pile-to-pile interaction factors and impedance functions of inclined piles CS Goit, M Saitoh Géotechnique 66 (11), 888-901, 2016 | 15 | 2016 |
Effects of soil nonlinearity on the active length of piles embedded in cohesionless soil: model studies CS Goit, M Saitoh, H Oikawa, H Kawakami Acta Geotechnica 9, 455-467, 2014 | 15 | 2014 |
Effective seismic motion of caisson and pile foundation M Saitoh RTRI Rep 46, 2001 | 15 | 2001 |
An external rotary friction device for displacement mitigation in base isolation systems M Saitoh Structural Control and Health Monitoring 21 (2), 173-188, 2014 | 12 | 2014 |
Lumped parameter models representing impedance functions at the end of a finite beam on a viscoelastic medium M Saitoh Computers & structures 92, 317-327, 2012 | 12 | 2012 |