KIDA Tetsukazu

J-GLOBAL         Last updated: Oct 25, 2012 at 18:23
 
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Name
KIDA Tetsukazu

Academic & Professional Experience

 
 
   
 
Professor, Nihon University College of Industrial Technology Department of Civil Engineering
 

Education

 
 
 - 
1969
Graduate School, Division of Science and Engineering, Nihon University
 
 
 - 
1967
Department of Civil Engineering, Faculty of Science and Engineering, Nihon University
 

Misc

 
KIDA Tetsukazu, Makiko TAKANO,Tadashi ABE,Atsuya komori,Akira KOBAYASHI
THERITICAL AND APPLIED MECANICS JAPAN   59 59-66   2010
KIDA Tetsukazu, Naoki Kato, Kenji Kobayashi, Tsutomu Kondo, Makoto Imano, Makoto Sudo, Shizuka Izawa, Kiyoshi Kato
Journal of the Society of Materials Science   59(6) 468-475   2010
KIDA Tetsukazu, Ming-Chien Hsu, Tadashi Abe, Yeou-Fong Li
Cement Science and Concrete Technology   63 592-598   2010
KIDA Tetsukazu, Makiko Takano, Tadashi Abe, Akira Kobayashi, Atsuya Komori
THEORETICAL AND APPLIED MECHANICS JAPAN   Vol.58 31-39   2009
KIDA Tetsukazu, Aya Niimi, Tadashi Abe, Makiko Takano
THEORETICAL AND APPLIED MECHANICS JAPAN   57 105-112   2008

Conference Activities & Talks

 
The FEM analysis on CFRP bars in high-strenght concrete beams
The 59th National Conngress of Theoretical & Applied Mechanics 2010   2010   
THE BEHAVIOR OF RC BEAMS WITH CFRP BARS ANALYZED BY USINNG FINITE ELEMENT METHOD
Indusrial Technology of Nihon University The 42th Annual Meeting   2009   
FEM analisis on the RC beams with CFRP bars as tensile rebas
The 53rd Japan Congress on Material Research   2009   
A Study on the Maximum Flexural of RC Beams with Steel Rebars and CFRP Bars by Usinng FEM Analysis
Japan Society of Civil Engineers 2009 Annual Meeting   2009   
Neutral axis in CFS-reinforced RC beams influenced by RC beam'strength 
Industrial Technology of Nihon University The 41th Annual Meeting   2008   

Research Grants & Projects

 
Non-Linear Shear Response of Layered Structure
Buckling of Column with Duffing Type Non-Linear
Fatigue of Reinforced Concrete Member
Failure mechanism of Structure's member