Kyushu University Academic Staff Educational and Research Activities Database
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Shintaro Matsuo Last modified date:2017.05.30

Associate Professor / Structural Engineering and Disaster Mitigation
Department of Architecture and Urban Design
Faculty of Human-Environment Studies


Graduate School
Undergraduate School


E-Mail
Phone
092-642-4197
Fax
092-642-4372
Academic Degree
Dr.Engineering
Field of Specialization
Steel Structure
Research
Research Interests
  • Structural performance of CFT members and connections made by undermatched welds
    keyword : Undermatched weld, Super high strength steel, beam-to-column joint panel, Welded box column, CFT structure
    2015.04.
  • Development of steel beam to column connection with ductile iron connectors
    keyword : Ductile iron, Beam-to-column connection, High strength bolt, Square steel tubular column
    2013.06.
  • Evaluation of mechanical behavior and design method of concrete filled steel tubular column to beam connection
    keyword : Concrete filled steel tubu, beam to column connection
    2013.04.
  • A Study on Mechanical Behavior of CFT Connection with Built-in Reinforcements
    keyword : CFT, Built-in Reinforcements, Plastic Strength, Hysteretic Behavior, Connection, Joint
    2010.04.
  • Mechanical performance and design of steel beam to column connections.
    keyword : Steel structure, Beam to column connection, Design of connection, High-strength bolt
    2010.04.
  • Seismic performance of steel structures affected by uncertainties such as yield point.
    keyword : Steel structure, Seismic performance, Yield point, Energy absorption, Plactic failure mechanism, column overdesign factor
    2010.04.
Academic Activities
Reports
1. Study on Improved Joints using a Beam-end widening Method.
2. Column Base and Joint.
3. Damage to Steel Buildings.
4. Development of Aluminum Sprayed Splice Plates with High-Friction Coefficient.
Papers
1. EVALUATION OF ELASTIC STIFFNESS AND YIELD STRENGTH OF HIGH STRENGTH STEEL BOX-SHAPED COLUMN TO BEAM FLANGE JOINT IN AN EXTERIOR DIAPHRAGM MOMENT CONNECTION.
2. Ben MOU, Shintaro MATSUO, Ryusuke IKEDA, Akihiko KAWANO, An Experimental Study on Offset H-shaped Steel Beams to Square Concrete Filled Steel Tubular Column Connection Panels with Exterior Diaphragms, 九州大学大学院人間環境学研究院紀要, 第26号, 101-110, 2014.07.
3. Ben MOU, Shintaro MATSUO, Ryusuke IKEDA, Akihiko KAWANO, Strength Estimation Method of Offset Beam-to-Column Connection Panels with Exterior Diaphragms Considering the Effect of Axial Force Ratio, 鋼構造論文集, 21, 81, 55-64, 2014.03.
4. Basic Study on Mechanical Characteristic of Friction Surface between Aluminum-Sprayed Steel Plate and Blasted Steel Plate.
5. Pull out Behavior of High Strength Reinforcing Bar with Anchorage Plate installed in Concrete Filled Square Tube.
6. Elasto-Plastic Behavior of Offset Beam-to-Concrete Filled Square Steel Tube Column Connection Panels with Exterior Diaphragms.
7. Pure Bending Behavior of Concrete Filled Steel Tubular Column Joint with Built-In High Strength Reinforcements.
8. Experimental Study on Mechanical Behavior of CFT Column Base with H-SA700 and Built-In High Strength Reinforcements.
9. Elasto-Plastic Behavior of Offset Beam-to-Column Connection Panels with Exterior Diaphragms.
10. Shintaro Matsuo, Takuro Oyamada, Masaki Ozono, ELASTO-PLASTIC BEHAVIOR OF OFFSET BEAM-TO-COLUMN CONNECTION PANELS WITH EXTERIOR DIAPHRAGMS, ISEC-7, New Development in Strctural Engineering & Construction, 2013.06.
11. Elasto-Plastic Behavior of Offset Beam-to-Column Connection Panels with Exterior Diaphragms.
12. Bi-axial loading tests of beam-to-column connection with exterior diaphragms.
13. ENERGY ABSORPTION CAPACITY OF STEEL MOMENT-RESISTING FRAMES CONSIDERING RANDOMNESS OF YIELD STRENGTH.
14. Akihiko Kawano, Qiyun Qiao, Shintaro Matsuo, Toshihiko Ninakawa, A Study on Connection of Concrete Filled Steel Tubes by Using Built-in Steel Bars, Advanced Materials Research, Vols.374-377, pp.1704-1723, 2011.10.
15. Experimental Study on Comparison of Plastic Deformation Capacity of Steel Beam-to-Column Connections
-Comparison Between Through Diaphragm Type Connection and Bolted Connection Type Connection-.
16. Strength of Beam Flange to Circular Tube Column Joint by Exterior Diaphragm Type Connection.
17. Mechanical behavior of stud-type damper using steel shear panels.
18. Fullscale experiment of a steel frame reinforced by the stud-type damper using steel shear panels.
19. Loading tests of beam-column subassemblages having exterior diaphragms composed of two steel plates.
Presentations
1. MOU Ben, IKEDA Ryusuke, MATSUO Shintaro, KAWANO Akihiko, Elasto-plastic Behaviors of Offset Beam to Concrete Filled Square Steel Tube Column Connection Panel with exterior
Diaphragms (Part 3. Simulation of the experimental results by using finite element method analysis)

, 日本建築学会大会, 2014.09.
2. MOU Ben, IKEDA Ryusuke, MATSUO Shintaro and KAWANO Akihiko, Elasto-plastic Behaviors of Offset Beam to Concrete Filled Square Steel Tube Column Connection Panel with exterior
Diaphragms (Part 3. Simulation of the experimental results by using finite element method analysis)
, 日本建築学会大会, 2014.09.
3. MOU Ben, IKEDA Ryusuke, TAKEUCHI Takuya, MATSUO Shintaro, KAWANO Akihiko*, Elasto-plastic Behavior of Offset H Shaped Steel Beam to Concrete Filled Square Steel Tube Column Connection Panel with Exterior Diaphragms
(Part 3. Simulation of the experimental results by using finite element method analysis)
, 日本建築学会九州支部, 2014.03.01.
4. Shintaro MATSUO, Takuro OYAMADA, Bi-axial Loading Tests of Beam-to-Column Connection with Exterior Diaphragms, 7th International Symposium on Steel Structures (ISSS-2013), 2013.11.07.
Membership in Academic Society
  • Japanese Society of Steel Construction
  • Architectural Institute of Japan