KINOSHITA Koji

J-GLOBAL         Last updated: Jul 2, 2019 at 02:42
 
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Name
KINOSHITA Koji
Affiliation
Gifu University
Section
Faculty of Engineering

Academic & Professional Experience

 
 
   
 
Graduate student(doctorate program), Tokyo Institute of Technology Science of Engineering, Civil Engineering, Science and Engineering Civil Engineering
 

Education

 
Mar 1995
 - 
Mar 2000
Civil Engineering, Kisarazu National College of Technology
 
Mar 2000
 - 
Mar 2002
Civil Engineering, Utsunomiya University
 
Apr 2002
 - 
Mar 2004
Civil Engineering, Tokyo Institute of Technology
 
Apr 2004
 - 
Mar 2007
Civil Engineering, Tokyo Institute of Technology
 

Awards & Honors

 
2004
Excellent Presentation at the JSCE Annual Meeting, Japan Society of Civil Engineering
 
2006
Excellent Presentation at the JSCE Annual Meeting, Japan Society of Civil Engineering
 
2009
Japanese Society for Civil Engineers (JSCE) Incentive Prize, Japan Society of Civil Engineering
 
2009
Excellent Presentation at the JSSC Annual Meeting, Japan Society of Steel Construction
 
2010
Excellent Presentation at the JSSC Annual Meeting, Japan Society of Steel Construction
 

Published Papers

 
Seismic performance evaluation of steel bridge frame piers with circular columns
Static and fatigue strength of stud under alternating load conditions
N. Akinori, K. Kinoshita, I. Saiki, M. Miah, H. Ooe and Y. Sakai
Steel Construction Engineering   10(37) 31-41   Mar 2003   [Refereed]
Fatigue strength improvement of beam-to-column connectionof steel bridge frame piers
A. Tanabe,C. Miki,A. Ichikawa,E. Sasaki and K. Kinoshita
Proceedings of the Fourth Regional Symposium on Infrastructure Development in Civil Engineering   403-412   Apr 2003   [Refereed]
Identification of fatigue crack by ultrasonic testing using multi-tandem array probe
Proceedings ofthe Fourth Regional Symposium on Infrastructure Development in Civil Engineering   317-326   Apr 2003   [Refereed]
C. Miki, K. Kinoshita, M. Kato, E. Sasaki, T. Shimozato and F. Machida
Doboku Gakkai Ronbunshu   801(I-73) 97-111   Sep 2005   [Refereed]

Misc

 
K. Kinoshita
Bridge Maintenance, Safety, Management, Resilience and Sustainability - Proceedings of the Sixth International Conference on Bridge Maintenance, Safety and Management   3302-3309
In order to grasp effects of superstructures on seismic behavior of existing steel bridge frame piers, frequency analysis and elasto-plastic FEM earthquake response analysis by considering superstructures in the FEM models were carried out. Based ...
Koji Kinoshita, Akito Imamura, Yoshihiro Watanabe, Mitsuru Handa
International Journal of Steel Structures   14 769-776   Jan 2014
© 2014, Korean Society of Steel Construction and Springer-Verlag Berlin Heidelberg. Effect of high frequency peening treatment with a small radius tip pin, which is less than 3mm radius tip pin, still remains unclear, although the effect of ultras...
Chitoshi Miki, Hiromi Shirahata, Ryota Yamaguchi, Koji Kinoshita, Yasutoshi Yaginuma
Doboku Gakkai Ronbunshuu A   63 628-638
Double bevel T-joint is one of the most fundamental joints of steel bridges. Double bevel T-joint can be seen at beam-column connection of bridge piers. In the Japanese specifications, the welding should be full penetration. Fatigue cracks can be ...
Koji Kinoshita, Chitoshi Miki, Atsushi Ichikawa
Doboku Gakkai Ronbunshuu A   64 571-587   Dec 2008
The purpose of this research is to investigate seismic performance for the large earthquakes and the effects of the concrete fill method as the retrofitting works of existing steel bridge frame piers with circular column. First, the design and the...

Conference Activities & Talks

 
Fatigue performance of steel bridge pier with cylindrical section
K. Kinoshita,C. Miki,T. Nakano and M. Takahashi
Aug 2003   Proceedings of the Seventh Korea-Japan Joint Seminar on Steel Bridges
Rib installation effects for fatigue strengths of beam-to-column connections
C. Miki,A. Ichikawa,A. Tanabe and K. Kinoshita
2004   International Institute of Welding, Doc. XIII-2025-04
Analysis of passive control systems for existing steel bridges in Japan
K. Kinoshita
Mar 2005   Proceedings of the Second International Conference on Urban Earthquake Engineering
Behavior of existing steel bridge frame pier with circular columns during earthquakes
K. Kinoshita,C. Miki and A. Tanabe
Aug 2005   Proceedings of the Eighth Japan-Korea Joint Seminar on Steel Bridges
Seismic resistance evaluation of beam-to-circular column connections of steel bridge frame piers with circular column
K. Kinoshita and A. Tanabe
Mar 2006   Proceedings of the Third International Conference on Urban Earthquake Engineering

Research Grants & Projects

 
Ministry of Education, Culture, Sports, Science and Technology: Grants-in-Aid for Scientific Research(若手研究(B))
Project Year: 2010 - 2011    Investigator(s): Kinoshita KINOSHITA
Aiming to propose fatigue improvement method by using under-matched welded joints applied to high strength steel, influences of notch effects and under-match level for fatigue strength were studied using fatigue. Moreover, finite elements analysis...
Japan Society for the Promotion of Science: Grants-in-Aid for Scientific Research
Project Year: 2013 - 2014
Japan Society for the Promotion of Science: Grants-in-Aid for Scientific Research
Project Year: 2013 - 2014