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Shintaro Matsuo Last modified date:2018.03.27

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
Country of degree conferring institution (Overseas)
No
Field of Specialization
Steel Structure
Total Priod of education and research career in the foreign country
00years00months
Research
Research Interests
  • Study on simplified reinforcement method for wide flange beams with web opening
    keyword : Steel structure, wide flange beam with web opening, reinforcement for web opening, high strength bolt, plug welding, reinforcement design
    2017.01.
  • 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, 195-200, 2013.06, This paper presents the behavior of offset beam-to-column connection panels with exterior diaphragms. The plastic strength of panel is proposed based on two collapse mechanisms of the connection panels. One of the mechanisms is only panel yielding type which is the same as
the standard panel. The other is a mechanism by a combination of yielding in some parts such as panels, exterior diaphragms and column tube wall. In order to confirm the applicability of the strength, cyclic loading tests of cruciform subassemblages were conducted. As a result, the strength and assumed collapse mechanisms were in good agreement with the test results..
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.
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, Exterior diaphragm type connection, which does not require full penetration weld, is a rational method of connection between beams and columns in terms of high reliability for its seismic performance. All of previous studies on the connection targeted one-direction loading, and the design method has been established. On the other hand, there could be the case that structural designers are required to assume the connections to be input from two perpendicular directions. In this paper, a systematic cyclic loading tests of beam-to-column connection with exterior diaphragms was conducted in order to confirm the effects of various parameters on the connections under two-direction loading. As a result, it mainly revealed that both yield and plastic strength of the connection under bi-axial loading decreased relative to those under one-direction loading..
Membership in Academic Society
  • Japanese Society of Steel Construction
  • Architectural Institute of Japan