YOSHIKAWA Masaaki

J-GLOBAL         Last updated: Dec 24, 2008 at 00:00
 
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Name
YOSHIKAWA Masaaki
Affiliation
Former Institution / Organization Kochi National College of Technology Department of Civil Engineering
Degree
Doctorate of Engineering(Kyoto University), (BLANK)

Research Areas

 
 

Academic & Professional Experience

 
1968
 - 
1995
Okumura Corporation Research Institute at Tukuba
 
 
   
 
Science City
 
1985
 - 
1994
Kyoto University Disaster Prevention Institute
 
 
   
 
(concurrently)
 
1995
 - 
2004
Professor Kochi National College of Technology
 

Education

 
 
 - 
1968
Civil Engineering, Faculty of Engineering, Kyoto University
 

Misc

 
Model Vibration Test of Tower-Pile Foundation-ground System
Journal of Structural Mechanics and Earthquake Engineering   (334) 9   1983
Model Vibration Test of Non-Linear Interaction for Ground-Pile Complex
Journal of the Japanese Society of Soil Mechanics and Foundation Engineering   23(3) 11   1983
Model Vibration Test for Nonlinear Interaction of Ground-Tank-Liquid System
Journal of Structural Mechanics and Earthquake Engineering   (350) I-2,10   1984
Masaaki Yoshikawa, Minoru Yoshikawa, Kenzo Toki
Journal of the Japanese Society of Soil Mechanics and Foundation Engineering   26(1) 163-173   1986
Vibrational Characteristics of Three Dimensional Rigid-frame Viaduct
Bridge and Foundation Engineering   20(10) 8(上)11,7(下)   1986

Books etc

 
Design for Structural Earthquake Engineering
Scientific Publication of Kyoto University   1997   
Lifeline Earthquake Engineering-Diagnosis and Restration of Systems-
Scientific Publication of Kyoto University   1998   

Research Grants & Projects

 
Control of Seismic Response of Structure
The Other Research Programs
Project Year: 1995 - 2002
Verification of Test Results on Variable Gain Control
The Other Research Programs
Project Year: 1994 - 2000
Nonlinear Seismic Soil-Structure Interaction
The Other Research Programs
Project Year: 1994 - 2000
Countermeasures against Kochi Nankai Earthquake for Liquefaction
Performance based design against extreme Earthquake ground motion