Masato Saitoh

发表

DYNAMIC STIFFNESS AND DAMPING OF PILE FOUNDATIONS AFFECTED BY SLIPPAGE AND SEPARATION AT INTERFACES

Hiroyuki Watanabe, Masato Saitoh, 2004 .

APPROPRIATE DIAMETER OF PILE FOUNDATIONS AFFECTED BY KINEMATIC AND INERTIAL INTERACTIONS

Masato Saitoh, 2005 .

Lumped parameter models representing impedance functions at the end of a finite beam on a viscoelastic medium

Masato Saitoh, M. Saitoh, 2012 .

EVALUATION OF INPUT LOSS OF DEEPLY EMBEDDED FOUNDATIONS REFLECTED TO SLIPPAGE AND SEPARATION BETWEEN SOIL AND FOUNDATION WALL

Hiroyuki Watanabe, Masato Saitoh, 2003 .

Lumped parameter models representing impedance functions at the interface of a rod on a viscoelastic medium

Masato Saitoh, M. Saitoh, 2011 .

Model tests on horizontal pile-to-pile interaction incorporating local non-linearity and resonance effects

George Mylonakis, Masato Saitoh, Hideji Kawakami, 2013 .

Model tests and numerical analyses on horizontal impedance functions of inclined single piles embedded in cohesionless soil

Masato Saitoh, Chandra Shekhar Goit, C. S. Goit, 2013, Earthquake Engineering and Engineering Vibration.

EVALUATION OF INPUT LOSS OF DEEPLY EMBEDDED FOUNDATIONS REFLECTED TO STRAIN DEPENDENCY OF SOIL

Hiroyuki Watanabe, Masato Saitoh, Masaki Ikegame, 2003 .

THEORETICAL EVALUATION OF INPUT LOSS REFLECTED TO FLEXIBILITY OF DEEPLY EMBEDDED FOUNDATIONS

Hiroyuki Watanabe, Akihiko Nishimura, Masato Saitoh, 2003 .

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

Masato Saitoh, 2012 .

Effects of Flexibility on Rocking Impedance of Deeply Embedded Foundation

Hiroyuki Watanabe, Masato Saitoh, 2004 .

Effects of soil nonlinearity on the active length of piles embedded in cohesionless soil: model studies

Masato Saitoh, Hideji Kawakami, Chandra Shekhar Goit, 2014 .

Experimental approach on the pile-to-pile interaction factors and impedance functions of inclined piles

Masato Saitoh, Chandra Shekhar Goit, 2016 .

Effect of local nonlinearity in cohesionless soil on optimal radius minimizing fixed-head pile bending by inertial and kinematic interactions

Masato Saitoh, 2010 .

BASE ISOLATION SYSTEMS INCORPORATED WITH GYRO-MASS DEVICE AND FRICTION SLIDER ARRANGED IN SERIES FOR RESTRICTING LATERAL DISPLACEMENTS

Masato Saitoh, 2008 .

OPTIMAL RADIUS OF KINEMATICALLY AFFECTED PILE INFLUENCED BY LOCAL NONLINEARITY IN COHESIVE SOIL

Masato Saitoh, 2008 .

EXPERIMENTAL RESEARCH ON RESONANT CHARACTERISTIC OF DEEPLY EMBEDDED CIRCULAR FOUNDATION-SUPERSTRUCTURE SYSTEM UNDER COMPOUNDED NONLINEAR CONDITIONS

Hiroyuki Watanabe, Masato Saitoh, Masaki Ikegame, 2004 .

An external rotary friction device for displacement mitigation in base isolation systems

Masato Saitoh, 2014 .

Impedance functions of end-bearing inclined piles

Masato Saitoh, Juan J. Aznárez, Orlando Maeso, 2012 .

Model Tests on Horizontal Impedance Functions of Fixed-Head Inclined Pile Groups under Soil Nonlinearity

Masato Saitoh, Chandra Shekhar Goit, 2014 .

Simple Model of Frequency-Dependent Impedance Functions in Soil-Structure Interaction Using Frequency-Independent Elements

Masato Saitoh, M. Saitoh, 2007 .

On the performance of gyro‐mass devices for displacement mitigation in base isolation systems

Masato Saitoh, M. Saitoh, 2012 .

EVALUATION OF INPUT LOSS OF DEEPLY EMBEDDED RIGID FOUNDATIONS UNDER COMPOUNDED NONLINEAR CONDITIONS

Hiroyuki Watanabe, Masato Saitoh, Masaki Ikegame, 2004 .