IWATSUBO Kaname

J-GLOBAL         Last updated: Sep 13, 2019 at 21:00
 
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Name
IWATSUBO Kaname
Affiliation
Kumamoto National College of Technology
Section
Department of Architecture and Civil Engineering
Job title
Lecturer
Degree
Doctor of Engineering(Kumamoto University), Master of Engineering(Kumamoto University)

Research Areas

 
 

Academic & Professional Experience

 
Apr 2018
 - 
Today
Professor, Department of Architect and Civil Engineering, National Institute of Technology, Kumamoto College
 
Apr 2017
 - 
Mar 2018
Professor, Advanced Course of Production Systems Engineering, National Institute of Technology, Kumamoto College
 
Apr 2014
 - 
Mar 2017
Associate Professor, Advanced Course of Production Systems Engineering, Kumamoto National College of Technology
 
Oct 2009
 - 
Mar 2014
Associate Professor, Department of Architect and Civil Engineering, Kunamoto National College of Technology
 
Apr 2007
 - 
Sep 2009
Associate Professor, Department of Civil and Architectural Engineering, Yatsushiro National College of Technology
 

Education

 
1996
 - 
1999
自然科学研究科環境科学専攻, 大学院, Kumamoto University
 
 
 - 
1999
Graduate School, Division of National Science and Technology, Kumamoto University
 
1994
 - 
1996
工学研究科土木環境工学専攻, 大学院, Kumamoto University
 
1990
 - 
1994
土木建築工学科, 工学部, Kumamoto University
 

Published Papers

 
Fundamental consideration on the redundancy of a steel Langer bridge based on nonlinear finite element analysis
Isao Saiki, Kota Kawamura, Kaname Iwatsubo, Tetsuo Iwakuma
Journal of Structural Engineering   (Vol.62A) 61-71   Mar 2016   [Refereed]
Vibration Measurement Test on Aged Langer Girder Bridge
Kaname Iwatsubo, Yuki Higashiyama, Takeshi Miyashita, Akira Kasai, Tetsuya Tamada
Journal of structures and materials ub civil engineering   (31) 25-34   Dec 2015   [Refereed]
Redundancy analysis on rationalized plate girder bridge
IWATSUBO Kaname
Proceedings of Constructional Steel   第23巻 378-385   Nov 2015   [Refereed]
The case of the operation of the problem solving program which set up the objective in stages.
IWATSUBO Kaname
論文集「高専教育」   (33) 553-558   Mar 2010   [Refereed]
Practice of Education program of the Information Literacy and Guidance for Problems which involved on the Internet.
IWATSUBO Kaname
論文集「高専教育」   (33) 559-564   Mar 2010   [Refereed]
IWATSUBO Kaname
Journal of JSEE   55(3) 171-176   May 2007
This paper presents a lecture, “Introduction to Engineering” , as a step for the first year of an engineering education program on Yatsushiro National College of Technology. The purpose of the lecture is to motivate students in terms of the variet...
IWATSUBO Kaname
Journal of JSEE   55(3) 171-176   May 2007
This paper presents a lecture, “Introduction to Engineering” , as a step for the first year of an engineering education program on Yatsushiro National College of Technology. The purpose of the lecture is to motivate students in terms of the variet...
Applicability of Static-Dynamic Verification Method for Seismic Design of Bridge Piers with Inner Cruciform Walls
岩坪 要
The Second International Conference on Steel & Composite Structures (ICSCS’04),Seoul, Korea   pp.789-798    Sep 2004
YAMAGUCHI Eiki, NAKAMURA Shozo, HIROKADO Koji, MORITA Chihiro, SONODA Yoshimi, ASO Toshihiko, WATANABE Hiroshi, YAMAGUCHI Kohei, IWATSUBO Kaname
土木学会論文集   62(2) 243-254   Jul 2006
YAMAGUCHI Eiki, NAKAMURA Shozo, HIROKADO Koji, MORITA Chihiro, SONODA Yoshimi, ASO Toshihiko, WATANABE Hiroshi, YAMAGUCHI Kohei, IWATSUBO Kaname
土木学会論文集   62(2) 243-254   Jul 2006
Experimental Study on Ductility and Seismic Behavior of Steel Tubular Bridge Piers under Cyclic Loading
Toshitaka Yamao,Kaname Iwatsubo,Muneaki Itoh,Shinya Matsumura
Sixth Pacific Structural Steel Conference (PSSC2001), Beijing, China   502-507 502-507   Oct 2001
YAMAO T, IWATSUBO K, YAMAMURO T, OGUSHI M, MATSUMURA S
Thin-Walled Structures   40(2) 183-197   2002
Cyclic Behavior and Ductility of Steel Box Cross-Section Bridge Piers with Inner Cruciform Walls
Shinya Matsumura,Toshitaka Yamao,Masashi Haraoka,Kaname Iwatsubo
The First International Conference on Steel & Composite Structures (ICSCS’01)   1597-1604 1597-1604   Jun 2001
Application of the similar mesh generation method for analysis of tapered beam structure
Journal of Applied Mechanics   Vol.5,pp.141-150    2002
YAMAO T, IWATSUBO K, YAMAMURO T, OGUSHI M, MATSUMURA S
Thin-Walled Structures   40(2) 183-197   2002
The Interaction Buckling strength of Rolled H-Section Columns subjected to Compression Load
Research Reports Yatsushiro National College of Technology   (23) 69-76   2001
The Strength and Post Buckling Behavior of H-section High Strength Steel Members with Low-Yield-Ratio
Research Reports Yatsushiro National College of Technology   (23) 61-68   2001
Ductility and seismic capacity of steel bridge piers stiffened with inner cruciform walls
Journal of Structural Engineering   47A 809-818   2001
Experimental study on steel bridge piers with inner cruciform plates subjected to cyclic lateral loads
The Seventh International Symposium on Structure Failure and Plasticity, (IMPLAST 2000), Melbourne, Australia   667-672   2000
Ultimate Strength and Behavior of H-Section Stub-Columns with Low Yield Ratio High-Strength Steel Plates
Research Reports Yatsushiro National College of Technology   (22) 45-53   2000
Ultimate Strength and Ductility of Thin-Walled High Strength Steel with Low-Yield -Ratio
   1999
Cyclic Bending Behavior of Stiffened Steel Members
Proceedings of the Second Symposium on Nonlinear Numerical Analysis and its Application to Seismic Design of Steel Structures   233-240   1998
Bending Strength and Ductility of H-Section Members made of High-Strength Steel with Low-Yield-Ratio
岩坪 要
5th International Colloguim on Stability and Ductility of Steel Structrures, Nagoya, Japan(SDSS'97)   981-988(43A) 167-176   Jul 1997
Strength and Ductility of Low-Yield-Ratio High-Strength H-Section Steel Members Subjected to Bending Moment
Journal of Structural Engineering   44A(44A) 127-134   1998
Ultimate Strength and Ductility of Welded H-Section Members of High Strength Steel with Low-Yield-Ratio
Structural Stability Research Council, Tronto, Canada      1997
Ultimate strength and behavior of box-section stub-columns made of high-strength steel with low-yield-ratio
International Conference on Structural Stability & Design   253-260    1995
Strength and behavior of stub-columns made of high-strength steel with low-yield-ratio
The International Colloquium Stability of Steel Structure   111-117    1995
Nonlinear analysis of thin-Walled steel structure by using a plane triangle element derived by a coordinate transformation technique
(11) 25-32   1995
An Experimental study on ultimate strength and ductility of stubcolumns of high-strength steels with different yield ratios
Journal of Structural Engineering   (43A) 147-154   1997

Misc

 
岩坪 要, 上久保 祐志, 川越 浩正
Proceedings of applied computing in civil engineering   34 53-56   2009
岩坪 要, 山尾 敏孝, 崎元 達郎
Research reports/Yatsushiro National College of Technology   (22) 45-53   2000
An experimental study on the ultimate strength and behavior of members made of high strength steel with low-yield ratio
Kaname Iwatsubo,Toshitaka Yamao
45/1,1-13   2000(1) 1-13   2000   [Refereed]

Conference Activities & Talks

 
The investigate of Quantitative evaluation method of the strength of corroded steel member
Haruki Fukushima, Kaname Iwatsubo, Takeshi Miyashita, Yasuhiro Miyazaki
3rd STI-Gigaku2018   12 Oct 2018   
FUCHIDA Kunihiiko, OKOCHI Yasumasa, MURATA Hideaki, KANEDA Teruo, KOBAYASHI Yukito, IWATSUBO Kaname
工学・工業教育研究講演会講演論文集   28 Jul 2006   
Ultimate Strength and Ductility of Thin-Walled Steel Member
IWATSUBO Kaname
Korea(BUGB)-Japan(SC) Joint Seminar on Civil Engineering,Busan, Korea   2006   

Works

 
Ductility and seismic capacity of steel bridge piers stiffened with inner cruciform walls
1996

Research Grants & Projects

 
Ultimate Strength and Ductility of Thin-Walled H-Section Members made of High-Strength Steel with Low-Yield-Ratio
Study on Interaction Buckling Behavior of Thin-Walled Members with Various Steel Properties
Nonlinear analysis of Thin-Walled Steel Structure by using a Plane Triangle Element derived by a Coordinate Transformation Technique
Limit state design method of steel structure
Bridge maintenance system to the future
Develop the educational system of structural engineering