Kenzo Toki

发表

STRONG GROUND MOTION OBSERVATION BY THE COMMITTEE OF EARTHQUAKE OBSERVATION AND RESEARCH IN THE KANSAI AREA (CEORKA)

Hirokazu Iemura, Takao Kagawa, Kojiro Irikura, 2004 .

Design Spectra of the Seismic Deformation Method Defined on Ground Surface.

Sumio Sawada, Kenzo Toki, Siro Takada, 1997 .

INTERNATIONAL DECADE FOR NATURAL DISASTER REDUCTION

Kenzo Toki, Tsuneo Katayama, T. Katayama, 1992 .

RELATION BETWEEN SHEAR STRENGTH OF SOIL AND UPPER LIMIT OF EARTHQUAKE GROUND MOTION

Sumio Sawada, Kenzo Toki, Nozomu Yoshida, 2000 .

Seismic behaviour of pile groups by hybrid experiments

Kenzo Toki, Tadanobu Sato, Masaaki Yoshikawa, 1991 .

Separation and sliding between soil and structure during strong ground motion

Kenzo Toki, Tadanobu Sato, Fusanori Miura, 1981 .

Seismic assessment of Japanese traditional wooden structure by dynamic interaction numerical analysis of surrounding ground

Kenzo Toki, Ryoichi Fukagawa, Kazuyuki Izuno, 2014 .

DISTRIBUTION OF SEISMIC INTENSITY IN OSAKA PREFECTURE DURING THE 1995 HYOGO-KEN NANBU EARTHQUAKE BASED ON QUESTIONNAIRE SURVEY

Sumio Sawada, Kojiro Irikura, Kenzo Toki, 1999 .

Active Control of Seismic Response of Structures

Kenzo Toki, Tadanobu Sato, 1990 .

SEISMIC BEHAVIOR ANALYSIS OF MASONRY STRUCTURES USING THE DISTINCT ELEMENT METHOD CONSIDERING ELEMENT DEFORMABILITY

Kenzo Toki, Junji Kiyono, Aiko Furukawa, 2014 .

Static and dynamic characteristics of japanese traditional wooden temple structure with stage

Daisuke Sakamoto, Kenzo Toki, Takashi Suzuki, 2005 .

CONSIDERATIONS BY WAVELET ANALYSIS FOR EARTHQUAKE WAVES

Kenzo Toki, Kojiro Miyawaki, 1995 .

Effect of Deterioration of Structural Members and Joints on Earthquake Response of Japanese Traditional Wooden Temple

Kenzo Toki, Kazuyuki Izuno, Yu Ooka, 2008 .

Simulation of Fault Rupture Process by the Stochastic Finite Element Method

Sumio Sawada, Kenzo Toki, Yoshihiro Okashige, 1987 .

ENGINEERING CHARACTERIZATION OF INSTRUMENTAL SEISMIC INTENSITIY AND IMPORTANCE OF INTRODUCING MULTI-VALUED SEISMIC INTENSITIY

Kenzo Toki, Junji Kiyono, Yutaka Ohta, 2001 .

EVALUATION OF SAFETY ON EVACUATION BEHAVIOR FROM AN UNDERGROUND SPACE DURING AN EARTHQUAKE

Toru Takeuchi, Kenzo Toki, Junji Kiyono, 2001 .

NON-ITERATIVE COMPUTATION SCHEME FOR NONLINEAR DYNAMIC FINITE ELEMENT METHOD

Sumio Sawada, Kenzo Toki, Hisakazu Sakai, 1995 .

BASIC STUDIES ON THE NOISE REDUCTION BY THE WAVELET TRANSFORM

Kenzo Toki, Kojiro Miyawaki, 1999 .

SEISMIC BEHAVIOR ANALYSIS OF MASONRY STRUCTURES USING

Kenzo Toki, Junji Kiyono, Aiko Furukawa, 2014 .

A method for analyzing seismic reliability of realistic large lifeline networks.

Kenzo Toki, Tadanobu Sato, Hisato Hamada, 1991 .

Non‐linear seismic response analysis of soil‐structure interaction systems

Kenzo Toki, Fusanori Miura, 1983 .

A BASIC STUDY TO IDENTIFY THE INCIDENT SEISMIC WAVE ON THE BASE LAYER IN TIME DOMAIN

Sumio Sawada, Kenzo Toki, Hisakazu Sakai, 1997 .

Dynamic Characteristic Investigation of a Historical Masonry Building and Surrounding Ground in Kathmandu

Yoshiyuki Suzuki, Kenzo Toki, Junji Kiyono, 2011 .

Earthquake Response Analysis of Japanese Traditional Wooden Structures Considering Member Aging

Kenzo Toki, Kazuyuki Izuno, Kazuyuki Izuno, 2011 .

Basic Studies on Wave Properties of the Southern Hyogo-ken Earthquake by the Wavelet Transform.

Kenzo Toki, Kojiro Miyawaki, 1998 .

Numerical Simulation of the Failure Propagation of Masonry Buildings during an Earthquake

Kenzo Toki, Junji Kiyono, Aiko Furukawa, 2012 .

BASIC STUDY ON THE EVALUATION TO RESPONSES WITH HYSTERETIC RESTORING FORCES BY WAVELET TRANSFORMATIONS

Kenzo Toki, Kojiro Miyawaki, 1997 .

Effect of Stage on Earthquake Response of a Japanese Traditional Wooden Structure

Kenzo Toki, Takashi Suzuki, Kazuyuki Izuno, 2007 .

Stochastic Properties of Earthquake Source Time Function Modeled by Impulse Train

Sumio Sawada, Hitoshi Morikawa, Kenzo Toki, 2001 .

PREDICTIVE CONTROL OF SEISMIC RESPONSE OF STRUCTURE WITH TIME DELAY

Kenzo Toki, Tadanobu Sato, Masamichi Hashimoto, 1991 .

A NON-LINEAR BACKWARD CALCULATION TO IDENTIFY THE INCIDENT WAVE AT PORT ISLAND

Sumio Sawada, Kenzo Toki, Hisakazu Sakai, 1999 .

Strong Ground Motion Prediction based on 3-Dimensional Non-elastic FEM in Kyoto Basin Area from a Scenario Earthquake of the Hanaore Fault

Kenzo Toki, Hisakazu Sakai, Hideaki Kishimoto, 2007 .

Simulation of stochastic waves in a non-homogeneous random field

Kenzo Toki, Junji Kiyono, J. Kiyono, 1995 .

STRONG MOTION RECORDS IN THE SOURCE AREA OF THE HYOGOKEN-NAMBU EARTHQUAKE, JANUARY 17,1995,JAPAN

Takao Kagawa, Kojiro Irikura, Kenzo Toki, 1995 .

EVALUATION FOR LOCAL SITE EFFECT OF SEDIMENTARY BASIN TAKING INTO ACCOUNT INCIDENT WAVE FIELD

Kenzo Toki, Sadanori Higashi, Kiyotaka Sato, 1999 .

SEISMIC RESPONSE ANALYSES OF GROUND WITH IRREGULAR PROFILES BY THE BOUNDARY ELEMENT METHOD

Kenzo Toki, Tadanobu Sato, 1983 .

SEISMIC RESPONSE OF WELL FOUNDATION

Kenzo Toki, Akio Komatsu, 1979 .

Probabilistic seismic hazard assessment for Nepal

Kenzo Toki, Junji Kiyono, Hitoshi Taniguchi, 2010 .

Generalized method for non‐linear seismic response analysis of a three dimensional soil–structure interaction system

Kenzo Toki, Chang Sheng Fu, 1987 .

SEPARATION AND SLIDING BETWEEN SOIL AND STRUCTURE DURING STRONG GROUND MOTION

Kenzo Toki, Fusanori Miura, Tadanobu Sato, 1980 .

Hybrid experiments on non‐linear earthquake‐induced soil‐structure interaction

Kenzo Toki, Susumu Emi, Junji Kiyono, 1990 .

Effects of soil-structure interaction on demanded strength of structures

Yusuke Ono, Kenzo Toki, Junji Kiyono, 2002 .