Achievements

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The Number of Achievements

1. Research Papers (Peer Reviewed International Journals) : 2
2. Research Papers (Peer Reviewed Journals in Japan) : 30
3. International Conference Papers : 10
4. Conference Papers in Japan : 3
5. Technical Papers (Non-Reviewed Papers in Japan) : 66
6. Presentations : 36
7. Research Projects : 6

Research Papers (Peer Reviewed International Journals)

1. Strain amplitude dependency of cyclic hardening/softening behavior of 490 N/mm² class steel
   Yoshiharu SATO, Yu JIAO
   Journal of Constructional Steel Research, Vol.222, 108988, 2024.11
   https://doi.org/10.1016/j.jcsr.2024.108988
2. Plastic collapse behavior of plate to CHS connection under biaxially symmetric load
   Yoshiharu SATO
   Journal of Constructional Steel Research, Vol.218, 108661, 2024.7
   https://doi.org/10.1016/j.jcsr.2024.108661
   This paper has been featured in Advances in Engineering.

Research Papers (Peer Reviewed Journals in Japan)

1. Comparative Study of Material Constitutive Models in Finite Element Analysis of T-Shaped Model with Electroslag Welding Joint Subjected to Cyclic Loading
   Y Sea TEA, Yoshiharu SATO, Jun IYAMA, Satoshi YAMADA
   Journal of Structural Engineering, Vol.71B, pp.216-229, 2025.4
   https://doi.org/10.3130/aijjse.71B.0_216
2. Implementation of Hardening Rule with Memory Surface in Finite Element Analysis to Describe Cyclic Behavior of Structural Steel Materials
   Yoshiharu SATO, Suguru ITABASHI, Yu JIAO
   Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.90, No.829, pp.**-**, 2025.3
   https://doi.org/10.3130/aijs.89.1449
3. Outline of Reconnaissance of Damaged Steel School Buildings Due to the 2024 Noto Peninsula Earthquake
   Shoichi KISHIKI, Jun IYAMA, Miku KUROSAWA, Shotaro NAKADA, Nobuhiko TATSUMI,Yoshiharu SATO, Takanori ISHIDA, Yuka MATSUMOTO, Satoshi YAMADA, Tsuyoshi SEIKE
   AIJ Journal of Technology and Design, Vol.31, No.77, pp.264-269, 2025.2
   https://doi.org/10.3130/aijt.31.264
4. Modeling of Cyclic Plastic Behavior of SN490B Steel Using Hardening Rule with Memory Surface Concept
   Yoshiharu SATO, Yu JIAO
   Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.89, No.826, pp.1449-1458, 2024.12
   https://doi.org/10.3130/aijs.89.1449
5. Cyclic Hardening and Softening Behavior of SN490B Steel
   Yoshiharu SATO, Yu JIAO
   Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.89, No.821, pp.788-797, 2024.7
   https://doi.org/10.3130/aijs.89.788
6. Evaluation of Joint Strength of Non-Diaphragm CHS Column to H-Beam Connection Subjected to 45°-Oblique Horizontal Loading
   Yoshiharu SATO
   Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.87, No.798, pp.822-832, 2022.8
   https://doi.org/10.3130/aijs.87.822
7. Joint Strength of Non-Diaphragm Connection of CHS Column to Different Depth H-Beams Subjected to Biaxial-Symmetrical Bending Moment
   Yoshiharu SATO
   Journal of Structural Engineering, Vol.68B, pp.231-242, 2022.4
   https://doi.org/10.3130/aijjse.68B.0_231
8. Joint Strength of Non-Diaphragm Connection of CHS Column to H-Beams Subjected to Biaxial-Symmetrical Bending Moment
   Yoshiharu SATO
   Journal of Structural Engineering, Vol.67B, pp.313-320, 2021.3
   https://www.aij.or.jp/paper/detail.html?productId=655661
9. Plastic Collapse Behavior of Non-Diaphragm CHS Column to Beam Flange Connection Subjected to Biaxial-Symmetrical Loading
   Yoshiharu SATO
   Journal of Structural Engineering, Vol.66B, pp.103-110, 2020.3
   https://www.aij.or.jp/paper/detail.html?productId=644553
10. Strength and Stiffness of Ramen Frame Composed of Multiple Non-Diaphragm CHS Columns
    Yoshiharu SATO, Hitoshi KUWAMURA
    Journal of Structural Engineering, Vol.65B, pp.387-394, 2019.3
    https://www.aij.or.jp/paper/detail.html?productId=636809
11. Eccentric Joint Behavior of Non-Diaphragm CHS Column Subjected to 45°-Oblique Horizontal Loading
    Yoshiharu SATO, Hitoshi KUWAMURA
    Journal of Structural Engineering, Vol.65B, pp.375-386, 2019.3
    https://www.aij.or.jp/paper/detail.html?productId=636808
12. Joint Properties of Non-Diaphragm CHS Column Subjected to 45°-Oblique Horizontal Loading under High Axial Compression
    Yoshiharu SATO, Hitoshi KUWAMURA
    Journal of Structural Engineering, Vol.64B, pp.115-124, 2018.3
    https://www.aij.or.jp/paper/detail.html?productId=636702
13. Effect of Horizontal Loading Direction on Joint Properties of Non-Diaphragm CHS Column
    Yoshiharu SATO, Hitoshi KUWAMURA
    Journal of Structural Engineering, Vol.64B, pp.103-113, 2018.3
    https://www.aij.or.jp/paper/detail.html?productId=636701
14. Joint Behavior of Non-Diaphragm CHS Column Attached to Bilateral Stepwise H-Beam Subjected to 45°-Oblique Horizontal Force
    Yoshiharu SATO, Hitoshi KUWAMURA
    Journal of Structural Engineering, Vol.63B, pp.493-503, 2017.3
    https://www.aij.or.jp/paper/detail.html?productId=602750
15. Joint Behavior of Non-Diaphragm CHS Column to H-Beam Connection Subjected to 45°-Oblique Horizontal Force
    Yoshiharu SATO, Hitoshi KUWAMURA
    Journal of Structural Engineering, Vol.63B, pp.481-491, 2017.3
    https://www.aij.or.jp/paper/detail.html?productId=602749
16. Structural Properties of Panel and Joint in Non-Diaphragm CHS to H-Beam Connection
    Hitoshi KUWAMURA, Yoshiharu SATO
    Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.81, No.727, pp.1565-1574, 2016.9
    https://doi.org/10.3130/aijs.81.1565
17. Plastic Collapse of Non-Diaphragm CHS Column under High Compression
    Hitoshi KUWAMURA, Yoshiharu SATO
    Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.81, No.725, pp.1153-1162, 2016.7
    https://doi.org/10.3130/aijs.81.1153
18. Joint Behavior of Non-Diaphragm CHS Connection to Bilateral H-Beams
    Hitoshi KUWAMURA, Yoshiharu SATO
    Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.81, No.724, pp.1015-1025, 2016.6
    https://doi.org/10.3130/aijs.81.1015
19. Strength and Stiffness of Non-Diaphragm Taper CHS to H-Beam Connection
    Hitoshi KUWAMURA, Yoshiharu SATO
    Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.81, No.723, pp.905-915, 2016.5
    https://doi.org/10.3130/aijs.81.905
20. Local Stiffness of Non-Diaphragm CHS Column to H-Beam Connection
    Yoshiharu SATO, Hitoshi KUWAMURA
    Journal of Structural Engineering, Vol.62B, pp.457-466, 2016.3
    https://www.aij.or.jp/paper/detail.html?productId=602688
21. Interaction of Panel and Joint at Non-Diaphragm CHS to H-Beam Connection
    Hitoshi KUWAMURA, Yoshiharu SATO
    Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.81, No.721, pp.619-628, 2016.3
    https://doi.org/10.3130/aijs.81.619
22. Behavior of Non-Diaphragm Connection of CHS-Column to Stepwise H-Beams
    Hitoshi KUWAMURA, Yoshiharu SATO
    Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.81, No.719, pp.155-165, 2016.1
    https://doi.org/10.3130/aijs.81.155
23. Small-Amplitude Hysteresis of Non-Diaphragm CHS to Beam Flange Connection
    Hitoshi KUWAMURA, Yoshiharu SATO
    Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.81, No.719, pp.135-142, 2016.1
    https://doi.org/10.3130/aijs.81.135
24. Local Behavior of Eccentric Connection of Non-Diaphragm CHS and Beam
    Hitoshi KUWAMURA, Yoshiharu SATO
    Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.80, No.717, pp.1785-1794, 2015.11
    https://doi.org/10.3130/aijs.80.1785
25. Inundation Test Method for Flooded Houses with Application
    Hitoshi KUWAMURA, Tsuyoshi KOYAMA, Hiroki OKUNO, Yoshiharu SATO
    Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.80, No.717, pp.1763-1771, 2015.11
    https://doi.org/10.3130/aijs.80.1763
26. Strength and Stiffness of Thickened Non-Diaphragm CHS to H-Beam Connection
    Hitoshi KUWAMURA, Yoshiharu SATO
    Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.80, No.716, pp.1611-1619, 2015.10
    https://doi.org/10.3130/aijs.80.1611
27. Large-Amplitude Hysteresis of Non-Diaphragm CHS to H-Beam Connection
    Hitoshi KUWAMURA, Yoshiharu SATO
    Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.80, No.715, pp.1489-1496, 2015.9
    https://doi.org/10.3130/aijs.80.1489
28. Bending Strength and Stiffness of Non-Diaphragm CHS to H-Beam Connection
    Hitoshi KUWAMURA, Yoshiharu SATO
    Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.80, No.713, pp.1175-1183, 2015.7
    https://doi.org/10.3130/aijs.80.1175
29. Marginal Length of Thickened Wall of Non-Diaphragm CHS Column Connected to Beam End
    Hitoshi KUWAMURA, Yoshiharu SATO
    Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.80 , No.712, pp.917-925, 2015.6
    https://doi.org/10.3130/aijs.80.917
30. Local Strength and Stiffness of Non-Diaphragm Connection of CHS Column to Beam Flange
    Hitoshi KUWAMURA, Yoshiharu SATO
    Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.80, No.710, pp.703-713, 2015.4
    https://doi.org/10.3130/aijs.80.703

International Conference Papers

1. Comparison of Material Hysteresis Models for Steel Beam Analysis
   Mario OGURA, Takumi HIROSE, Yoshiharu SATO, Yu JIAO
   Proceedings of the Symposium Tokyo 2025 of the International Association for Bridge and Structural Engineering (IABSE Symposium Tokyo 2025), Tokyo, Japan, 2025.5
   https://virtual.oxfordabstracts.com/event/5176/submission/357
2. Finite Element Analysis of T-shaped Model with Electroslag Welding Joint Subjected to Cyclic Loading
   Y Sea TEA, Yoshiharu SATO, Jun IYAMA
   Proceedings of the 13th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2024), pp.632-635, Hong Kong, China, 2024.12
   https://events.polyu.edu.hk/ASCCS2024/home
3. Extremely Low Cycle Fatigue Life Prediction of Round Bar Specimens Using Finite Element Analysis
   Suguru ITABASHI, Yoshiharu SATO, Yu JIAO, Satoshi YAMADA
   Proceedings of the 13th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2024), pp.568-571, Hong Kong, China, 2024.12
   https://events.polyu.edu.hk/ASCCS2024/home
4. Cyclic Performance of Steel Beam with Weld Access Holes under Small Amplitude Cyclic Loading
   Y. Ngov, Y. Shimada, Y. Jiao, Y. Sato, S. Yamada
   Proceedings of the 18th World Conference on Earthquake Engineering (WCEE 2024), CMS6, Milan, Italy, 2024.7
   https://proceedings-wcee.org/wcee18.html
5. Three-Dimensional Shape Measurement of Beam Residual Deformation in Large Scale Shaking Table Test
   Y. Sato, J. Iyama, T. Akimitsu
   Proceedings of the 18th World Conference on Earthquake Engineering (WCEE 2024), SHM1, Milan, Italy, 2024.7
   https://proceedings-wcee.org/wcee18.html
6. Seismic Performance of Steel Moment Resisting Frames with Different Types of Exposed Column Bases
   Suguru ITABASHI, Yoshiharu SATO, Jun IYAMA, Satoshi YAMADA
   Proceedings of the 12th International Symposium on Steel Structures (ISSS-2023), pp.733-736, Jeju, Korea, 2023.11
   http://www.isss.kr/
7. Cyclic Constitutive Model for Structural Steels with Yield Plateau and Its Applicability to 400 MPa Class Steel
   Yoshiharu SATO
   Proceedings of the 12th International Symposium on Steel Structures (ISSS-2023), pp.361-364, Jeju, Korea, 2023.11
   http://www.isss.kr/
8. Collapse Behavior of CHS to Plate Connection under Biaxially Symmetric Load
   Yoshiharu SATO
   Proceedings of the 18th International Symposium on Tubular Structures (ISTS 18), pp.47-53, Beijing, China, 2023.10
   https://www.ists18.civil.tsinghua.edu.cn/
9. Thickening Effect on Joint Resistance of Non-Diaphragm CHS-Column to H-Beam
   Kuwamura H. and Sato Y.
   Proceedings of the 8th International Conference on Steel and Aluminium Structures (ICSAS 2016), paper No.38, Hong Kong, China, 2016.12
   https://www.civil.hku.hk/ICSAS2016/
10. Joint Strength and Stiffness of Non-Diaphragm CHS-Column to H-beam Connection
    Kuwamura H. and Sato Y.
    Proceedings of the 8th International Conference on Steel and Aluminium Structures (ICSAS 2016), paper No.37, Hong Kong, China, 2016.12
    https://www.civil.hku.hk/ICSAS2016/

Conference Papers in Japan

1. Study on Material Models for Predicting Strain Distribution in Round Bar Steel Specimens under Cyclic Loading
   Suguru ITABASHI, Yoshiharu Sato, Yu JIAO, Satoshi YAMADA
   Proceedings of Constructional Steel, Vol.32, pp.845-859, 2024.11
2. Comparison of Material Constitutive Model on Numerical Analysis of Steel Beam Subjected to Cyclic Loading
   Yoshiharu Sato, Ryota MORINO, Satoshi YAMADA
   Proceedings of Constructional Steel, Vol.32, pp.201-214, 2024.11
3. Three-dimensional Shape Measurement and Microstrain Measurement of Beams in Full-scale Shaking Table Tests of Ten-story Steel Frame
   Yoshiharu Sato, Taichi AKIMITSU, Jun IYAMA
   Proceedings of Constructional Steel, Vol.31, pp.535-550, 2023.11

Technical Papers (Non-Reviewed Papers in Japan)

1. Comparison of Material Hysteresis Models of Steel Beams Under Small Amplitude Loading, Part 2. In-Plane Analysis of Beams and Comparison with Beam Tests
   Mario OGURA, Takumi HIROSE, Yu JIAO, Yoshiharu SATO, Yuko SHIMADA, Satoshi YAMADA
   Proceeding of the Architectural Research Meetings, I, FY2024, Kanto Chapter, Architectural Institute of Japan, pp.545-548, 2025.3
2. Comparison of Material Hysteresis Models of Steel Beams Under Small Amplitude Loading, Part 1. Explanation of Models and Comparison with Material Tests
   Mario OGURA, Takumi HIROSE, Yu JIAO, Yoshiharu SATO, Yuko SHIMADA, Satoshi YAMADA
   Proceeding of the Architectural Research Meetings, I, FY2024, Kanto Chapter, Architectural Institute of Japan, pp.541-544, 2025.3
3. Study of Fatigue Life Using a Database of Low Cycle Fatigue Tests for Steel Materials, Part 2: Analysis of the Influence of Each Factor on Fatigue Life
   Suguru ITABASHI, Yoshiharu SATO, Satoshi YAMADA
   Proceeding of the Architectural Research Meetings, I, FY2024, Kanto Chapter, Architectural Institute of Japan, pp.537-540, 2025.3
4. Study of Fatigue Life Using a Database of Low Cycle Fatigue Tests for Steel Materials, Part 1. Database Overview
   Suguru ITABASHI, Yoshiharu SATO, Satoshi YAMADA
   Proceeding of the Architectural Research Meetings, I, FY2024, Kanto Chapter, Architectural Institute of Japan, pp.533-536, 2025.3
5. Study on Predicting the Cyclic Behavior of Steel Members Using Monotonic Tensile Test Results, Part 3. Finite Element Analysis of Beam with Scallop
   Y Sea TEA, Yoshiharu SATO, Jun IYAMA, Satoshi YAMADA
   Proceeding of the Architectural Research Meetings, I, FY2024, Kanto Chapter, Architectural Institute of Japan, pp.529-532, 2025.3
6. Study on Predicting the Cyclic Behavior of Steel Members Using Monotonic Tensile Test Results, Part 2. Finite Element Analysis of T-Shaped Model with Electroslag Welding Joint
   Y Sea TEA, Yoshiharu SATO, Jun IYAMA, Satoshi YAMADA
   Proceeding of the Architectural Research Meetings, I, FY2024, Kanto Chapter, Architectural Institute of Japan, pp.525-528, 2025.3
7. Study on Predicting the Cyclic Behavior of Steel Members Using Monotonic Tensile Test Results, Part 1. Constitutive Model with Memory Surface and Prediction of Cyclic Behavior of Steel Material
   Y Sea TEA, Yoshiharu SATO, Jun IYAMA, Satoshi YAMADA
   Proceeding of the Architectural Research Meetings, I, FY2024, Kanto Chapter, Architectural Institute of Japan, pp.521-524, 2025.3
8. Estimation of Deformation Measurement Error through Finite Element Analysis of End Plate Type Beam-End Joint Test
   Mizuki YAMAHACHI, Yoshiharu SATO, Yu JIAO, Yuko SHIMADA, Satoshi YAMADA
   Proceeding of the Architectural Research Meetings, I, FY2024, Kanto Chapter, Architectural Institute of Japan, pp.481-484, 2025.3
9. Study of Measurement Positions in Damage Detection Method Using Micro-strain Measurement of Exposed Column Base Plate
   Hayato OHASHI, Jun IYAMA, Chihchun OU, Satoshi YAMADA, Yoshiharu SATO
   Proceeding of the Architectural Research Meetings, I, FY2024, Kanto Chapter, Architectural Institute of Japan, pp.261-264, 2025.3
10. Analytical Investigation on the Extremely Low Cycle Fatigue Behavior of Structural Steel by Means of Finite Element Method
    Suguru ITABASHI, Yoshiharu SATO, Yu JIAO, Satoshi YAMADA
    Proceeding of the Architectural Research Meetings, I, FY2024, Kanto Chapter, Architectural Institute of Japan, pp.253-256, 2025.3
11. Low Cycle Fatigue Life Evaluation of Steel Materials Based on the Degradation Behavior of Unloading Stiffness
    Yuya MATSUURA, Yoshiharu SATO, Suguru ITABASHI, Satoshi YAMADA, Yu JIAO
    Proceeding of the Architectural Research Meetings, I, FY2024, Kanto Chapter, Architectural Institute of Japan, pp.237-240, 2025.3
12. Low Cycle Fatigue Properties of 550 N/mm² and 590 N/mm² Class TMCP Steels for Building Structures
    Takumi HIROSE, Yu JIAO, Yoshiharu SATO
    Proceeding of the Architectural Research Meetings, I, FY2024, Kanto Chapter, Architectural Institute of Japan, pp.225-228, 2025.3
13. Cyclic Loading Test of Structural Steels with Constant Load Amplitude in the Plastic Range
    Suguru ITABASHI, Yoshiharu SATO, Hongtao LI, Satoshi YAMADA
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp.1271-1272, 2024.8
    https://www.aij.or.jp/paper/detail.html?productId=700530
14. Strain Amplitude Dependency of Cyclic Hardening and Softening Behavior of SN490B Steel
    Yoshiharu SATO, Yu JIAO
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp.1269-1270, 2024.8
    https://www.aij.or.jp/paper/detail.html?productId=700529
15. Fracture Behavior of 590 N/mm² Class Steel under Various Stress States
    Hongtao LI, Suguru ITABASHI, Yoshiharu SATO, Jun IYAMA, Satoshi YAMADA
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp.1257-1258, 2024.8
    https://www.aij.or.jp/paper/detail.html?productId=700523
16. Ultimate Properties of Steel Beam under Small Amplitude Cyclic Loading, Part 2. Crack Length and Residual Strength
    Yuya KATAOKA, Yuseng NGOV, Yuko SHIMADA, Yu JIAO, Yoshiharu SATO, Satoshi YAMADA
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp.921-922, 2024.8
    https://www.aij.or.jp/paper/detail.html?productId=700355
17. Ultimate Properties of Steel Beam under Small Amplitude Cyclic Loading, Part 1. The Experiments of No Weld Access Holes Steel Beams
    Yuseng NGOV, Yuya KATAOKA, Yuko SHIMADA, Yu JIAO, Yoshiharu SATO, Satoshi YAMADA
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp.919-920, 2024.8
    https://www.aij.or.jp/paper/detail.html?productId=700354
18. Low Cycle Fatigue Properties of SN490B Steel under Constant Strain Amplitude Loading, Part 3. Analytical Result
    Suguru ITABASHI, Yoshiharu SATO, Yu JIAO, Satoshi YAMADA
    Proceeding of the Architectural Research Meetings, I, FY2023, Kanto Chapter, Architectural Institute of Japan, pp.353-356, 2024.3
    https://www.aij.or.jp/paper/detail.html?productId=692904
19. Low Cycle Fatigue Properties of SN490B Steel under Constant Strain Amplitude Loading, Part 2. Material Constitutive Model for Finite Element Analysis
    Yoshiharu SATO, Suguru ITABASHI, Yu JIAO, Satoshi YAMADA
    Proceeding of the Architectural Research Meetings, I, FY2023, Kanto Chapter, Architectural Institute of Japan, pp.349-352, 2024.3
    https://www.aij.or.jp/paper/detail.html?productId=692903
20. Low Cycle Fatigue Properties of SN490B Steel under Constant Strain Amplitude Loading, Part 1. Material Test
    Yu TAKEDA, Yu JIAO, Yoshiharu SATO, Satoshi YAMADA
    Proceeding of the Architectural Research Meetings, I, FY2023, Kanto Chapter, Architectural Institute of Japan, pp.345-348, 2024.3
    https://www.aij.or.jp/paper/detail.html?productId=692902
21. Comparison of Material Models for Numerical Analysis of Steel Beams Subjected to Cyclic Loading, Part 2．Analysis Results and Discussions
    Ryota MORINO, Yoshiharu SATO, Satoshi YAMADA
    Proceeding of the Architectural Research Meetings, I, FY2023, Kanto Chapter, Architectural Institute of Japan, pp.313-316, 2024.3
    https://www.aij.or.jp/paper/detail.html?productId=692894
22. Comparison of Material Models for Numerical Analysis of Steel Beams Subjected to Cyclic Loading, Part 1．Material Tests and Models
    Yoshiharu SATO, Ryota MORINO, Satoshi YAMADA
    Proceeding of the Architectural Research Meetings, I, FY2023, Kanto Chapter, Architectural Institute of Japan, pp.309-312, 2024.3
    https://www.aij.or.jp/paper/detail.html?productId=692893
23. Seismic Performance of Steel Moment Frames with Different Type of Exposed Column Bases
    Suguru ITABASHI, Yoshiharu SATO, Jun IYAMA, Satoshi YAMADA
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp.871-872, 2023.9
    https://www.aij.or.jp/paper/detail.html?productId=690144
24. Ultimate Properties of Steel Beam with Weld Access Holes under Small Amplitude Cyclic Loading, Part 3. Crack length and residual strength
    Yu JIAO, Yuya KATAOKA, Yuseng NGOV, Yuko SHIMADA, Yoshiharu SATO, Satoshi YAMADA
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp.739-740, 2023.9
    https://www.aij.or.jp/paper/detail.html?productId=690078
25. Ultimate Properties of Steel Beam with Weld Access Holes under Small Amplitude Cyclic Loading, Part 2. Experimental Results
    Yuseng NGOV, Yuya KATAOKA, Yuko SHIMADA, Yu JIAO, Yoshiharu SATO, Satoshi YAMADA
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp.737-738, 2023.9
    https://www.aij.or.jp/paper/detail.html?productId=690077
26. Ultimate Properties of Steel Beam with Weld Access Holes under Small Amplitude Cyclic Loading, Part 1. Experimental Method
    Yuya KATAOKA, Yuseng NGOV, Yuko SHIMADA, Yu JIAO, Yoshiharu SATO, Satoshi YAMADA
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp.735-736, 2023.9
    https://www.aij.or.jp/paper/detail.html?productId=690076
27. Cyclic Constitutive Model for Structural Steels with Yield Plateau, Part 4. Case Study on the Recovery Effect of Isotropic Hardening
    Yoshiharu Sato
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-I, pp.225-226, 2023.9
    https://www.aij.or.jp/paper/detail.html?productId=688793
28. Cyclic Constitutive Model for Structural Steels with Yield Plateau, Part 3. Calibration and Validation of Material Behavior
    Yoshiharu SATO
    Proceeding of the Architectural Research Meetings, I, FY2022, Kanto Chapter, Architectural Institute of Japan, pp.277-280, 2023.2
    https://www.aij.or.jp/paper/detail.html?productId=675558
29. Cyclic Constitutive Model for Structural Steels with Yield Plateau, Part 2. Formulation of Elasto-Plastic Behavior in the Hardening Region
    Yoshiharu SATO
    Proceeding of the Architectural Research Meetings, I, FY2022, Kanto Chapter, Architectural Institute of Japan, pp.273-276, 2023.2
    https://www.aij.or.jp/paper/detail.html?productId=675557
30. Cyclic Constitutive Model for Structural Steels with Yield Plateau, Part 1. Formulation of Elasto-Plastic Behavior in the Plateau Region
    Yoshiharu SATO
    Proceeding of the Architectural Research Meetings, I, FY2022, Kanto Chapter, Architectural Institute of Japan, pp.269-272, 2023.2
    https://www.aij.or.jp/paper/detail.html?productId=675556
31. Fatigue Characteristics of Steel Beam under Small Amplitude Cyclic Loading, Part 1. The Case of Steel Beam with Weld Access Holes
    Yuseng NGOV, Yuko SHIMADA, Yoshiharu SATO, Yu JIAO, Satoshi YAMADA
    Proceeding of the Architectural Research Meetings, I, FY2022, Kanto Chapter, Architectural Institute of Japan, pp.253-256, 2023.2
    https://www.aij.or.jp/paper/detail.html?productId=675552
32. The Relationship between the Yield Mechanism of Exposed Column Bases and the Seismic Performance in Steel Moment Frames
    Suguru ITABASHI, Jun IYAMA, Yoshiharu SATO, Satoshi YAMADA
    Proceeding of the Architectural Research Meetings, I, FY2022, Kanto Chapter, Architectural Institute of Japan, pp.233-236, 2023.2
    https://www.aij.or.jp/paper/detail.html?productId=675547
33. Estimation of Cumulative Damage of Beam Ends in High-rise Steel Buildings Subjected to Multiple Ground Motions in the Service Life, Part 2. Calculation Result
    Taichi AKIMITSU, Jun IYAMA, Yoshiharu SATO, Satoshi YAMADA
    Proceeding of the Architectural Research Meetings, I, FY2022, Kanto Chapter, Architectural Institute of Japan, pp.229-232, 2023.2
    https://www.aij.or.jp/paper/detail.html?productId=675546
34. Estimation of Cumulative Damage of Beam Ends in High-rise Steel Buildings Subjected to Multiple Ground Motions in the Service Life, Part 1. Calculation Method
    Taichi AKIMITSU, Jun IYAMA, Yoshiharu SATO, Satoshi YAMADA
    Proceeding of the Architectural Research Meetings, I, FY2022, Kanto Chapter, Architectural Institute of Japan, pp.225-228, 2023.2
    https://www.aij.or.jp/paper/detail.html?productId=675545
35. Earthquake Resistance of Steel Moment Resisting Frames Governed by Local Buckling of SHS Columns, Part4. Evaluation of Required Horizontal Strength
    Hiroki MIYAZAWA, Jun IYAMA, Yoshiharu SATO, Satoshi YAMADA
    Proceeding of the Architectural Research Meetings, I, FY2022, Kanto Chapter, Architectural Institute of Japan, pp.185-188, 2023.2
    https://www.aij.or.jp/paper/detail.html?productId=675535
36. Structural Properties of Robot Welded Beams without a Weld Access Hole
    Daiki HINATA, Jun KUBOTA, Yoshikazu SAWAMOTO, Masaya TAKI, Takashi KATO, Yoshiharu Sato, Nobuo FUJIMOTO
    Annual Report of KAJIMA Technical Research Institute, Vol.68, pp.65-70, 2020.12
    https://www.kajima.co.jp/tech/katri/technology/tech_papers/annual/vol068.html
37. Joint Strength of Non-Diaphragm CHS Column to H-Beam Connection Subjected to Biaxial-Symmetrical Bending Moment
    Yoshiharu SATO
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp.745-746, 2020.9
    https://www.aij.or.jp/paper/detail.html?productId=648059
38. Structural Properties of Robot welded Non-scallop Beams, Part 2. Test Results and Considerations
    Jun KUBOTA, Daiki HINATA, Yoshikazu SAWAMOTO, Masaya TAKI, Takashi KATO, Yoshiharu SATO
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp.727-728, 2020.9
    https://www.aij.or.jp/paper/detail.html?productId=648050
39. Structural Properties of Robot welded Non-scallop Beams, Part 1. Outline of Test and Results
    Daiki HINATA, Jun KUBOTA, Yoshikazu SAWAMOTO, Masaya TAKI, Takashi KATO, Yoshiharu SATO, Nobuo FUJIMOTO
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp.725-726, 2020.9
    https://www.aij.or.jp/paper/detail.html?productId=648049
40. Joint Strength of Non-Diaphragm CHS Column to Beam Flange Connection Subjected to Biaxial-Symmetrical Loading, Part 3. Yield, Plastic, and Ultimate Strength of Flange Joint
    Yoshiharu SATO
    Proceeding of the Architectural Research Meetings, I, FY2019, Kanto Chapter, Architectural Institute of Japan, pp.405-408, 2020.3
    https://www.aij.or.jp/paper/detail.html?productId=641168
41. Joint Strength of Non-Diaphragm CHS Column to Beam Flange Connection Subjected to Biaxial-Symmetrical Loading, Part 2. Collapse Load of Flange Joint
    Yoshiharu SATO
    Proceeding of the Architectural Research Meetings, I, FY2019, Kanto Chapter, Architectural Institute of Japan, pp.401-404, 2020.3
    https://www.aij.or.jp/paper/detail.html?productId=641167
42. Joint Strength of Non-Diaphragm CHS Column to Beam Flange Connection Subjected to Biaxial-Symmetrical Loading, Part 1. Plastic Collapse Behavior of Flange Joint
    Yoshiharu SATO
    Proceeding of the Architectural Research Meetings, I, FY2019, Kanto Chapter, Architectural Institute of Japan, pp.397-400, 2020.3
    https://www.aij.or.jp/paper/detail.html?productId=641166
43. Study on Joint Strength of Non-Diaphragm CHS Column Subjected to Bending Moment in Transverse Beams
    Yoshiharu SATO, Hitoshi KUWAMURA
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp.1267-1268, 2018.9
    https://www.aij.or.jp/paper/detail.html?productId=618943
44. Non-linear Analysis of Frame with Non-Diaphragm CHS-Column to H-Beam Connection, Part 4. Behavior under Axial Force
    Yoshiharu SATO, Seiya MORIKAWA, Minoru ENDO, Hitoshi KUWAMURA
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp.1313-1314, 2016.8
    https://www.aij.or.jp/paper/detail.html?productId=379826
45. Non-linear Analysis of Frame with Non-Diaphragm CHS-Column to H-Beam Connection, Part 3. T-Shaped Frame
    Minoru ENDO, Yoshiharu SATO, Seiya MORIKAWA, Hitoshi KUWAMURA
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp.1311-1312, 2016.8
    https://www.aij.or.jp/paper/detail.html?productId=379825
46. Non-linear Analysis of Frame with Non-Diaphragm CHS-Column to H-Beam Connection, Part 2. Cruciform Frame
    Seiya MORIKAWA, Yoshiharu SATO, Minoru ENDO, Hitoshi KUWAMURA
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp.1309-1310, 2016.8
    https://www.aij.or.jp/paper/detail.html?productId=379824
47. Non-linear Analysis of Frame with Non-Diaphragm CHS-Column to H-Beam Connection, Part 1. Tangential Stiffness of Panel and Joint
    Hitoshi KUWAMURA, Yoshiharu SATO, Seiya MORIKAWA, Minoru ENDO
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp.1307-1308, 2016.8
    https://www.aij.or.jp/paper/detail.html?productId=379823
48. Load-Deformation Curves of CHS Column to H-Beam Connection, Joint without Diaphragm and Panel with Diaphragm (translated from Japanese)
    Hitoshi KUWAMURA, Yoshiharu SATO
    Proceeding of the Architectural Research Meetings, I, FY2015, Kanto Chapter, Architectural Institute of Japan, pp.613-616, 2016.3
    https://www.aij.or.jp/paper/detail.html?productId=382605
49. Strength and Stiffness of Non-Diaphragm CHS Column to H-Beam Connection at Top Floor Column, Part 2. Investigation of Collapse Mmechanism using FEM and Accuracy Verification of Evaluation Formulae (translated from Japanese)
    Seiya MORIKAWA, Yoshiharu SATO, Hitoshi KUWAMURA
    Proceeding of the Architectural Research Meetings, I, FY2015, Kanto Chapter, Architectural Institute of Japan, pp.609-612, 2016.3
    https://www.aij.or.jp/paper/detail.html?productId=382604
50. Strength and Stiffness of Non-Diaphragm CHS Column to H-Beam Connection at Top Floor Column, Part 1. Evaluation Formulae for Strength and Stiffness (translated from Japanese)
    Hitoshi KUWAMURA, Yoshiharu SATO, Seiya MORIKAWA
    Proceeding of the Architectural Research Meetings, I, FY2015, Kanto Chapter, Architectural Institute of Japan, pp.605-608, 2016.3
    https://www.aij.or.jp/paper/detail.html?productId=382603
51. Negligible Beam Eccentricity in Non-Diaphragm CHS Column to H-Beam Connection, Part 2. Confirmation of Critical Eccentricity using FEM (translated from Japanese)
    Seiya MORIKAWA, Yoshiharu SATO, Hitoshi KUWAMURA
    Proceeding of the Architectural Research Meetings, I, FY2015, Kanto Chapter, Architectural Institute of Japan, pp.601-604, 2016.3
    https://www.aij.or.jp/paper/detail.html?productId=382602
52. Negligible Beam Eccentricity in Non-Diaphragm CHS Column to H-Beam Connection, Part 1. Case Studies based on the Evaluation Formulae for Strength and Stiffness (translated from Japanese)
    Hitoshi KUWAMURA, Yoshiharu SATO, Seiya MORIKAWA
    Proceeding of the Architectural Research Meetings, I, FY2015, Kanto Chapter, Architectural Institute of Japan, pp.597-600, 2016.3
    https://www.aij.or.jp/paper/detail.html?productId=382601
53. Effects of Panel Shear on Joint Behaviors of Non-Diaphragm CHS Column to H-Beam Connection, Part 3. Discussions of Numerical Analysis Results (translated from Japanese)
    Yoshiharu SATO, Hitoshi KUWAMURA
    Proceeding of the Architectural Research Meetings, I, FY2015, Kanto Chapter, Architectural Institute of Japan, pp.593-596, 2016.3
    https://www.aij.or.jp/paper/detail.html?productId=382600
54. Effects of Panel Shear on Joint Behaviors of Non-Diaphragm CHS Column to H-Beam Connection, Part 2. Comparison of Experiment and Numerical Analysis (translated from Japanese)
    Yoshiharu SATO, Hitoshi KUWAMURA
    Proceeding of the Architectural Research Meetings, I, FY2015, Kanto Chapter, Architectural Institute of Japan, pp.589-592, 2016.3
    https://www.aij.or.jp/paper/detail.html?productId=382599
55. Effects of Panel Shear on Joint Behaviors of Non-Diaphragm CHS Column to H-Beam Connection, Part 1. Outline of Experiment and Numerical Analysis (translated from Japanese)
    Yoshiharu SATO, Hitoshi KUWAMURA
    Proceeding of the Architectural Research Meetings, I, FY2015, Kanto Chapter, Architectural Institute of Japan, pp.585-588, 2016.3
    https://www.aij.or.jp/paper/detail.html?productId=382598
56. Strength and Stiffness of Non-Diaphragm Taper CHS-Column to H-Beam Connection, Part 3. Verification of Prediction Accuracies
    Yoshiharu SATO, Seiya MORIKAWA, Hitoshi KUWAMURA
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp.739-740, 2015.9
    https://www.aij.or.jp/paper/detail.html?productId=371020
57. Strength and Stiffness of Non-Diaphragm Taper CHS-Column to H-Beam Connection, Part 2. FE Analysis
    Seiya MORIKAWA, Yoshiharu SATO, Hitoshi KUWAMURA
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp.737-738, 2015.9
    https://www.aij.or.jp/paper/detail.html?productId=371019
58. Strength and Stiffness of Non-Diaphragm Taper CHS-Column to H-Beam Connection, Part 1. Evaluation Method
    Hitoshi KUWAMURA, Yoshiharu SATO, Seiya MORIKAWA
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp.735-736, 2015.9
    https://www.aij.or.jp/paper/detail.html?productId=371018
59. Evaluation Formulae for Bending Strength and Stiffness of Non-Diaphragm CHS Column to H-Beam Connection, Part 3. Accuracy Verification of Evaluation Formulae (translated from Japanese)
    Hitoshi KUWAMURA, Yoshiharu SATO
    Proceeding of the Architectural Research Meetings, I, FY2014, Kanto Chapter, Architectural Institute of Japan, pp.473-476, 2015.3
    https://www.aij.or.jp/paper/detail.html?productId=418514
60. Evaluation Formulae for Bending Strength and Stiffness of Non-Diaphragm CHS Column to H-Beam Connection, Part 2. CHS Column Thickened at Beam End (translated from Japanese)
    Hitoshi KUWAMURA, Yoshiharu SATO
    Proceeding of the Architectural Research Meetings, I, FY2014, Kanto Chapter, Architectural Institute of Japan, pp.469-472, 2015.3
    https://www.aij.or.jp/paper/detail.html?productId=418513
61. Evaluation Formulae for Bending Strength and Stiffness of Non-Diaphragm CHS Column to H-Beam Connection, Part 1. CHS Column without Thickening (translated from Japanese)
    Hitoshi KUWAMURA, Yoshiharu SATO
    Proceeding of the Architectural Research Meetings, I, FY2014, Kanto Chapter, Architectural Institute of Japan, pp.465-468, 2015.3
    https://www.aij.or.jp/paper/detail.html?productId=418512
62. Experiment and Numerical Analysis of Non-Diaphragm CHS Column to Beam Connection, Part 3. Local Bending Strength and Stiffness of Uniform CHS Column to H-Beam Connection (translated from Japanese)
    Yoshiharu SATO, Hitoshi KUWAMURA
    Proceeding of the Architectural Research Meetings, I, FY2014, Kanto Chapter, Architectural Institute of Japan, pp.461-464, 2015.3
    https://www.aij.or.jp/paper/detail.html?productId=418511
63. Experiment and Numerical Analysis of Non-Diaphragm CHS Column to Beam Connection, Part 2. Local Strength and Stiffness of Thickend CHS Column to Beam Flange Connection (translated from Japanese)
    Yoshiharu SATO, Hitoshi KUWAMURA
    Proceeding of the Architectural Research Meetings, I, FY2014, Kanto Chapter, Architectural Institute of Japan, pp.457-460, 2015.3
    https://www.aij.or.jp/paper/detail.html?productId=418510
64. Experiment and Numerical Analysis of Non-Diaphragm CHS Column to Beam Connection, Part 1. Local Strength and Stiffness of Uniform CHS Column to Beam Flange Connection (translated from Japanese)
    Yoshiharu SATO, Hitoshi KUWAMURA
    Proceeding of the Architectural Research Meetings, I, FY2014, Kanto Chapter, Architectural Institute of Japan, pp.453-456, 2015.3
    https://www.aij.or.jp/paper/detail.html?productId=418509
65. Numerical Analysis on Elasto-Plastic Behaviors of the Connections of Non-Diaphragm CHS Column and H-Beam Flange
    Yoshiharu SATO, Hitoshi KUWAMURA
    Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures-III, pp.753-754, 2014.9
    https://www.aij.or.jp/paper/detail.html?productId=424803
66. Application of RANS Model in the Calculation of Hydrodynamic Forces acting on 2-Dimensional Flat Plate, Researches on Hydrodynamic Force using Computational Fluid Dynamics, Part 1 (translated from Japanese)
    Yoshiharu SATO, Tsuyoshi KOYAMA, Hitoshi KUWAMURA
    Proceeding of the Architectural Research Meetings, I, FY2013, Kanto Chapter, Architectural Institute of Japan, pp.457-460, 2014.2
    https://www.aij.or.jp/paper/detail.html?productId=416170

Presentations

1. Comparison of Material Constitutive Model on Numerical Analysis of Steel Beam Subjected to Cyclic Loading
   2024 Symposium on Steel Structures, 2024.11
2. Damage Evaluation Based on Elastic Modulus Reduction under Extremely Low Cycle Fatigue Test
   The Third Workshop of High Performance Steel Structures Research Council (HPSSRC Workshop III), Beijing, China, 2024.10
3. Experimental Investigation of Cyclic Elasto-Plastic Properties of Several Structural Steels for Finite Element Analysis
   Research Meeting of Grant Program for Steel structural Research and Education, The Japan Iron and Steel Federation (JISF), 2024.9
4. Strain Amplitude Dependency of Cyclic Hardening and Softening Behavior of SN490B Steel
   FY2024 Annual Meeting at Kanto, Architectural Institute of Japan, 2024.8
5. Three-Dimensional Shape Measurement of Beam Residual Deformation in Large Scale Shaking Table Test
   The 18th World Conference on Earthquake Engineering (WCEE2024), 2024.7
6. Low Cycle Fatigue Properties of SN490B Steel under Constant Strain Amplitude Loading, Part 2. Material Constitutive Model for Finite Element Analysis
   FY2023 (94rd) Architectural Research Meetings, Kanto Chapter, Architectural Institute of Japan, 2024.3
7. Comparison of Material Models for Numerical Analysis of Steel Beams Subjected to Cyclic Loading, Part 1．Material Tests and Models
   FY2023 (94rd) Architectural Research Meetings, Kanto Chapter, Architectural Institute of Japan, 2024.3
8. Three-dimensional Shape Measurement and Microstrain Measurement of Beams in Full-scale Shaking Table Tests of Ten-story Steel Frame
   2023 Symposium on Steel Structures, 2023.11
9. Cyclic Constitutive Model for Structural Steels with Yield Plateau and Its Applicability to 400 MPa Class Steel
   The 12th International Symposium on Steel Structures (ISSS-2023), Jeju, Korea, 2023.11
10. Collapse Behavior of CHS to Plate Connection under Biaxially Symmetric Load
    The 18th International Symposium on Tubular Structures (ISTS 18), Beijing, China, 2023.10
11. Cyclic Constitutive Model for Structural Steels with Yield Plateau, Part 4. Case Study on the Recovery Effect of Isotropic Hardening
    FY2023 Annual Meeting at Kinki, Architectural Institute of Japan, 2023.9
12. Constitutive Equations for Cyclic Behaviors of Structural Steels with Yield Plateau
    RESIST Workshop, 2023.7
13. Cyclic Constitutive Model for Structural Steels with Yield Plateau, Part 3. Calibration and Validation of Material Behavior
    FY2022 (93rd) Architectural Research Meetings, Kanto Chapter, Architectural Institute of Japan, 2023.2
14. Cyclic Constitutive Model for Structural Steels with Yield Plateau, Part 2. Formulation of Elasto-Plastic Behavior in the Hardening Region
    FY2022 (93rd) Architectural Research Meetings, Kanto Chapter, Architectural Institute of Japan, 2023.2
15. Cyclic Constitutive Model for Structural Steels with Yield Plateau, Part 1. Formulation of Elasto-Plastic Behavior in the Plateau Region
    FY2022 (93rd) Architectural Research Meetings, Kanto Chapter, Architectural Institute of Japan, 2023.2
16. Conventional Cyclic Plasticity Model and Its Problems
    RESIST Workshop, 2022.7
17. Joint Strength of Non-Diaphragm Connection of CHS Column to Different Depth H-Beams Subjected to Biaxial-Symmetrical Bending Moment
    68th Symposium on Structural Engineering, 2022.4
18. Joint Strength of Non-Diaphragm Connection of CHS Column to H-Beams Subjected to Biaxial-Symmetrical Bending Moment
    67th Symposium on Structural Engineering, 2021.4
19. Strength and Stiffness of Ramen Frame Composed of Multiple Non-Diaphragm CHS Columns
    65th Symposium on Structural Engineering, 2019.4
20. Eccentric Joint Behavior of Non-Diaphragm CHS Column Subjected to 45°-Oblique Horizontal Loading
    65th Symposium on Structural Engineering, 2019.4
21. Study on Joint Strength of Non-Diaphragm CHS Column Subjected to Bending Moment in Transverse Beams
    FY2018 Annual Meeting at Tohoku, Architectural Institute of Japan, 2018.9
22. Joint Properties of Non-Diaphragm CHS Column Subjected to 45°-Oblique Horizontal Loading under High Axial Compression
    64th Symposium on Structural Engineering, 2018.4
23. Effect of Horizontal Loading Direction on Joint Properties of Non-Diaphragm CHS Column
    64th Symposium on Structural Engineering, 2018.4
24. Joint Behavior of Non-Diaphragm CHS Column Attached to Bilateral Stepwise H-Beam Subjected to 45°-Oblique Horizontal Force
    63rd Symposium on Structural Engineering, 2017.4
25. Joint Behavior of Non-Diaphragm CHS Column to H-Beam Connection Subjected to 45°-Oblique Horizontal Force
    63rd Symposium on Structural, 2017.4
26. Non-linear Analysis of Frame with Non-Diaphragm CHS-Column to H-Beam Connection, Part 4. Behavior under Axial Force
    FY2016 Annual Meeting at Kyushu, Architectural Institute of Japan, 2016.8
27. Local Stiffness of Non-Diaphragm CHS Column to H-Beam Connection
    62nd Symposium on Structural, 2016.4
28. Effects of Panel Shear on Joint Behaviors of Non-Diaphragm CHS Column to H-Beam Connection, Part 3. Discussions of Numerical Analysis Results (translated from Japanese)
    FY2015 (86th) Architectural Research Meetings, Kanto Chapter, Architectural Institute of Japan, 2016.3
29. Effects of Panel Shear on Joint Behaviors of Non-Diaphragm CHS Column to H-Beam Connection, Part 2. Comparison of Experiment and Numerical Analysis (translated from Japanese)
    FY2015 (86th) Architectural Research Meetings, Kanto Chapter, Architectural Institute of Japan, 2016.3
30. Effects of Panel Shear on Joint Behaviors of Non-Diaphragm CHS Column to H-Beam Connection, Part 1. Outline of Experiment and Numerical Analysis (translated from Japanese)
    FY2015 (86th) Architectural Research Meetings, Kanto Chapter, Architectural Institute of Japan, 2016.3
31. Strength and Stiffness of Non-Diaphragm Taper CHS-Column to H-Beam Connection, Part 3. Verification of Prediction Accuracies
    FY2015 Annual Meeting at Kanto, Architectural Institute of Japan, 2015.9
32. Experiment and Numerical Analysis of Non-Diaphragm CHS Column to Beam Connection, Part 3. Local Bending Strength and Stiffness of Uniform CHS Column to H-Beam Connection (translated from Japanese)
    FY2014 (85th) Architectural Research Meetings, Kanto Chapter, Architectural Institute of Japan, 2015.3
33. Experiment and Numerical Analysis of Non-Diaphragm CHS Column to Beam Connection, Part 2. Local Strength and Stiffness of Thickend CHS Column to Beam Flange Connection (translated from Japanese)
    FY2014 (85th) Architectural Research Meetings, Kanto Chapter, Architectural Institute of Japan, 2015.3
34. Experiment and Numerical Analysis of Non-Diaphragm CHS Column to Beam Connection, Part 1. Local Strength and Stiffness of Uniform CHS Column to Beam Flange Connection (translated from Japanese)
    FY2014 (85th) Architectural Research Meetings, Kanto Chapter, Architectural Institute of Japan, 2015.3
35. Numerical Analysis on Elasto-Plastic Behaviors of the Connections of Non-Diaphragm CHS Column and H-Beam Flange
    FY2014 Annual Meeting at Kinki, Architectural Institute of Japan, 2014.9
36. Application of RANS Model in the Calculation of Hydrodynamic Forces acting on 2-Dimensional Flat Plate, Researches on Hydrodynamic Force using Computational Fluid Dynamics, Part 1 (translated from Japanese)
    FY2013 (84th) Architectural Research Meetings, Kanto Chapter, Architectural Institute of Japan, 2014.2

Research Projects

1. Fundamental Performance Evaluation for the Development of Novel Structural Steel Components in Building Construction through Metal 3D Printing
   Grant Program for Steel structural Research and Education, Support Grant for Steel Structural Research, The Japan Iron and Steel Federation (JISF)
   Co-Investigator (Principal Investigator: Yu JIAO)
   Apr, 2025 - Mar, 2026
2. Evaluation Technology for the Residual Structural Performance of Steel Buildings to Ensure Function Continuity and Rapid Recovery after Earthquake Damage
   Grant-in-Aid for Scientific Research (KAKENHI), Grant-in-Aid for Scientific Research (A), Japan Society for the Promotion of Science
   Co-Investigator (Principal Investigator: Jun IYAMA)
   Apr, 2025 - Mar, 2029
3. Rationalization of Welding Construction through Clarification of Required Performance for Electro-slag Welded Joints
   Grant Program for Steel structural Research and Education, Targeted Research, The Japan Iron and Steel Federation (JISF)
   Co-Investigator (Principal Investigator: Jun IYAMA)
   Apr, 2025 - Mar, 2026
4. Establishment of High-Accuracy Numerical Analysis Technology for Steel Structural Members Subjected to Cyclic Loading
   Grant-in-Aid for Scientific Research (KAKENHI), Grants-in-Aid for Scientific Research for Young Scientists, Japan Society for the Promotion of Science
   Principal Investigator
   Apr, 2024 - Mar, 2027
5. Experimental Investigation of Cyclic Elasto-Plastic Properties of Several Structural Steels for Finite Element Analysis
   Grant Program for Steel structural Research and Education, Support Grant for Steel Structural Research, The Japan Iron and Steel Federation (JISF)
   Principal Investigator
   Apr, 2023 - Mar, 2025
6. Structural Performance Evaluation of Beam-end Connections Subjected to Small Amplitude Cyclic Loading
   Grant-in-Aid for Scientific Research (KAKENHI), Grant-in-Aid for Research Activity Start-up, Japan Society for the Promotion of Science
   Principal Investigator
   Aug, 2022 - Mar, 2025

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