国際会議論文等


2021年度

57 Szymon M. Fujak, Yoshihiro Kimura, Atsushi Suzuki: The Elastic Local Buckling Behaviour and Strength of the Simply Supported I-Beam Utilising the Energy Equilibrium Method, 14th International Conference on Metal Structures (ICMS), Poznan, Poland, 2021.06

2019年度

56 Szymon M. Fujak, Yoshihiro Kimura: A comparison of the Capacity Evaluation Methods for Moment-Resistant Frames with Detailed Mid-Storey Pinned Connection as per Standards and Numerical Analyses with Respect to the Local Buckling of Members, 12th Pacific Structural Steel Conference (PSSC), Tokyo, Japan, 2019.11

55 Kanako Abe, Atsushi Suzuki, Yoshihiro Kimura: Cyclic Behavior of Stud-to-Slab System Subjected to Slip Displacement and Out-of-plane Rotation, 12th Pacific Structural Steel Conference (PSSC), Tokyo, Japan, 2019.11

54 Yui Sato, Yoshihiro Kimura:Elastic Buckling Load of Continuous Braced H-Shaped Beams with Fork Restraint, 2019 International Conference on Sustainable Civil Engineering and Architecture (ICSCEA), Ho Chi Minh, Vietnam,2019.10

53 Naoki Tamura, Sachi Furukawa,Yoshihiro Kimura:Application of Modified D-Value Method Considering Plastic Strain Hardening Effect to Prediction of Structural Mechanics of Steel Moment Resisting Frames with New Column Support System, 2019 International Conference on Sustainable Civil Engineering and Architecture (ICSCEA), Ho Chi Minh, Vietnam,2019.10

52 Moeko Matoba, Yoshihiro Kimura: Ultimate Strength of Steel Pile in Liquefied Soil Subjected to Multiple Earthquakes, 2019 International Ocean and Polar Engineering Conference (ISOPE), Honolulu, pp. 2077-2083, 2019.6

2018年度

51 Mutsuki Sato, Toshiharu Hirose and Yoshihiro Kimura: Compressive Loading Test of Steel Pile Top Filled with Concrete, 8th International conference on Geotechnique, Construction Materials & Environment (GEOMATE) 2018, pp.920-925, Kualalumpur, Malaysia, 2018.11

50 Sachi Furukawa, Yoshihiro Kimura, Katsunori Kaneda and Akira Wada: Shear Behavior of Connection between Steel and Reinforced Concrete Members Adopting a New Column Base System Allowing the Steel Moment-Resisting Frame to Perform Beam Yielding Mechanism, 8th International conference on Geotechnique, Construction Materials & Environment (GEOMATE) 2018, pp.670-676, Kualalumpur, Malaysia, 2018.11

49 Hiroki Goto, Moeko Matoba and Yoshihiro Kimura: Centrifuge Test of Superstructure-SC Pile-Liquefied Soil System and SC Piles’ Dynamic Buckling Behavior, 8th International conference on Geotechnique, Construction Materials & Environment (GEOMATE) 2018, pp.486-491, Kualalumpur, Malaysia, 2018.11

48 Moeko Matoba and Yoshihiro Kimura: Collapse Mechanism of Steel Piles below High-rise Building in Liquefied Soil, 8th International conference on Geotechnique, Construction Materials & Environment (GEOMATE) 2018, pp.179-184, Kualalumpur, Malaysia, 2018.11

47 Atsushi Suzuki, Yoshihiro Kimura and Kazuhiki Kasai: Combined buckling behavior of H-shaped beams subjected to reversed axial forces, Eighth International Conference on Thin Walled Structures, Paper ID 15 , Lisbon, Portgal, 2018.7

46 Atsushi Suzuki, Kanako Abe, Yoshihiro Kimura: Stress Transfer Mechanism of Stud Shear Connectors Subjected to Reversed Cyclic Stress, The 17th International Conference on Concrete Technology, pp.66-77, 2018.6

2017年度

45 Moeko Matoba, Mutsuki Sato, Toshiharu Hirose and Yoshihiro Kimura: Strength Capacity of Steel Pile Filled with Concrete at Pile Top, International conference CIGOS 2017 , Volume 1, pp. 263-272, Ho Chi Minh , Viet Nam 2017.10

44 Mutsumi Miya, Yayoi Sugita, Liao Wang and Yoshihiro Kimura: ELASTIC BUCKLING LOAD OF CONTINUOUSLY BRACED H-SHAPED BEAMS WITH WARPING RESTRAINT, EASEC-15, pp.1113-1121, 2017.10

43 Motoko Ando, Sachi Furukawa and Yoshihiro Kimura: DEVELOPMENT OF MODIFIED D-VALUE METHOD TO EVALUATE SEISMIC PERFORMANCE OF LOW TO MID-HIGH STEEL MOMENT RESISTING FRAMES WITH NEW COLUMN SUPPORT SYSTEM REPRESENTED BY FISHBONE-SHAPED MODEL, EASEC-15, pp.1091-1098, 2017.10

42 Sachi Furukawa, Takayuki Yamaguchi and Yoshihiro Kimura: APPLICATION OF ENCAPSULATED-RUBBER ROTATION BEARING TO PROPOSED PIN-SUPPORT COLUMN BASE SYSTEM INSTALLED TO THE MIDPOINT OF THE BASE STORY COLUMN OF STEEL MOMENT-RESISTING FRAME , EASEC-15, pp.815-822, 2017.10

41 Atsushi Suzuki, Yoshihiro Kimura, and Kazuhiko Kasai: Local buckling behavior and plastic deformation capacity of H-shaped beams under reversed axial forces, Eurosteel 2017, Volume 1, Issue 2-3, pp. 3259-3268, 2017.9, DOI:10.1002/cepa.379

40 Moeko Matoba, Tenshiro Goto, Shuji Tamura and Yoshihiro Kimura: Dynamic collapse mechanism and ultimate strength of steel piles in liquefied soil based on centrifuge tests, 11th International conference on Earthquake Resistant Engineering Structures (ERES) 2017, USB, pp.1-12,Alicante, Spain 2017.7

2016年度

39 Moeko Matoba, Tenshiro Goto and Yoshihiro Kimura: Estimation of Dynamic Buckling Strength of Circular Tube Piles in Liquefied Soil, 6th International conference on Geotechnique, Construction Materials & Environment (GEOMATE) 2016, pp.10-19, Bangkok, Thailand, 2016.11

38 Tenshiro Goto, Moeko Matoba and Yoshihiro Kimura: Dynamic Buckling Behaviors of Circular Tube Piles on Centrifuge Tests, Civil Engineering Conference in the Asian Region 7, CD-ROM, pp.1-10, Hawaii, USA, 2016.8

37 Yuma Murata, Sachi Furukawa and Yoshihiro Kimura: Ultimate seismic capacity of steel moment resisting frame by scale test, Civil Engineering Conference in the Asian Region 7, CD-ROM, pp.1-12, Hawaii, USA, 2016.8

36 S. Furukawa, Y. Kimura, K. Kaneda and A. Wada:Cyclic Shear behavior of reinforced concrete columns using a new support system to allow a steel moment-resisting frame to perform beam yielding mechanism, 2nd Huixian International Forum on Earthquake Engineering for Young Researchers, CD-ROM, pp.1-8, Beijing China, 2016.8

35 Atsushi Suzuki and Yoshihiro Kimura: RELATION BETWEEN PLASTIC DEFORMATION CAPACITY AND CUMULATIVE PLASTIC DEFORMATION CAPACITY FOR H-SHAPED BEAMS WITH LOCAL BUCKLING, Stability and Ductility of Steel Structures (SDSS2016), pp. 811-819 , 2016.5

34 Yayoi Sugita, Yuki Yoshino and Yoshihiro Kimura: Elastic Buckling Load of H-Shaped Beams Continuously Braced with Dampers, EASEC-14, pp.1927-1935, 2016.1

2015年度

33 Yuki Yoshino and Yoshihiro Kimura: Lateral Buckling Stress for H-Shaped Beams with Continuous Braces, 13th Nordic Steel Construction Conference, Paper No.293, pp.1-10, 2015.9

32 Furukawa,S. Kimura, Y., Kaneda, K. and Wada, A.:Cyclic Loading Test of Substructure frame with new column support system for steel moment resisting structures to perform beam yielding mechanism, Proceedings of the 8th international conference on behavior of steel structures in seismic areas (STESSA’15), CD-ROM, pp.1-8, Shanghai, China, 2015.6

31 Yuki Yoshino and Yoshihiro Kimura: Development of Elastic Lateral Buckling Stress for H-Shaped Beams with Lateral-Rotational Braces Subjected to Axial Force from Dampers, 10th International Conference on Earthquake Resistant Engineering Structures pp.313-313, 2015.6

2014年度

30 Takayuki Yamaguchi and Yoshihiro Kimura: Bending Shear Tests of Pipe Section Members on Spherodial Graphite Cast Iron, The 5th Asia Conference on Earthquake Engineering, pp.1-8, 2014.10

29 Takayuki Yamaguchi and Yoshihiro Kimura: Compression Characteristics of Spheroidal Graphite Cast Iron Pipe Members, 7th International Conference on High Performance Structure and Materials, pp.1-9, 2014.6

2013年度

28 Yoshihiro Kimura and Yasunori Kishino: Flexural Buckling Behavior of Steel Slender Pile with lateral deformation at Pile Head in Liquefied Soil, Proceedings of INTERNATIONAL CONFERENCE ON GEOTECHNICS FORSUSTAINABLE DEVELOPMENT, pp.75-82, 2013.11

27 Yuki Yoshino and Yoshihiro Kimura: Effect of Bracings on Elastic Lateral Buckling Load for H-Shaped Beams under Moment Gradient, Proceedings of the 10th PACIFIC STRUCTURAL STEEL CONFERENCE, pp.175-181, 2013.10

26 Yoshihiro Kimura and Yuki Yoshino: Required bracing stiffness on lateral buckling strength for H-shaped beams with bracings, 9th International Conference on Earthquake Resistant Engineering Structures pp.235-243, 2013.7

2012年度

25 Y. Kimura and K. Onohara: Flexural Buckling Behavior of Steel Pile with Vertical Load in Liquefied Soil, Second International Conference on Geotechnique, Construction Materials and Environment, pp.361-365, 2012.11

24 Y. Kimura and T. Ishihara: Damage Mechanism for High Strength Steel Part Frame without Diaphragm, 6th International Conference on High Performance Structure and Materials pp.343-352, 2012.6

23 Y. Kimura K. Mutsukura, K. Kaneda and A. Wada: Proposal of New Column Support System to Perform Complete Beam Yielding Mechanism, Proc. of Behavior of Steel Structures in Seismic Areas, pp.-, 2012.1

2011年度

22 Yoshihiro Kimura and Yuki Yoshino: Comparison of Buckling Load for H-shaped Compression Members with Different Eccentric Bracing Methods, 8th International Conference on Earthquake Resistant Engineering Structures pp.273-285, 2011.9

2010年度

21 Yoshihiro Kimura and Yosuke Kimura: The Shaking Table Test for Scaled Model Specimen of Steel Moment Resisting Frame with Redundant Member, Pacific Council of Structural Steel Associations, pp.1472-1476, 2010.10

20 Katsunori Kaneda, Yoshihiro Kimura, Shinichi Hamazaki and Akira Wada: Collapse Mechanism for Steel Moment Resisting Frame with Different Column Bases, 7th International Conference on Urban Earthquake Engineering & 5th 7th International Conference on Earthquake Engineering, pp.899-904, 2010.3

2009年度

19 Y. Kimura and Y. Mihata: Effect of post yielding stiffness of braces on soft storey mechanism for two storey braced frames with restraint braces, 11th Nordic Steel Construction Conference, pp. - , 2009.9

18 Y. Kimura and S. Hamazaki: Effect of elastic columns on mechanism of damage control for Japanese and U.S. steel structures, 7th International Conference on Earthquake Resistant Engineering Structures pp.53-64, 2009.5

17 Y. Kimura and Y. Mihata: Elasto-Plastic Behavior for Two Story Braced Frames with Leaning Columns, 6th International Conference on Urban Earthquake Engineering, pp.681-685, 2009.3

2008年度

16 Y. Kimura and A. Amamoto: Strength of Flexural-Torsinal Buckling with Web Deformation for H-shaped Compression Members with Continuously Eccentric Bracings, Coupled Instabilities in Metal Structures 2008, pp.69-76, 2008.6

2007年度

15 Y. Kimura and A. Amamoto: Strength of Flexural Buckling with Torsion for Eccentrically Braced H-shaped Compression Members with Web Deformation, 8th Pacific Conference on Earthquake Engineering, CD-ROM, pp.1-9, 2007.12

14 Y. Kimura, M. Shimazu and T. Ichigohara: Correlation Between Plastic Deformation Capacity and Hysteresis Energy for H-shaped Beams, 9th Canadian Conference on Earthquake Engineering, CD-ROM, pp.1-6, 2007.6

2006年度

13 Y. Kimura and G.A. MacRae: Application of Elastic Cantilever Column to Limit Story Drift Concentration of Braced Two Story Frames, 10th East Asia Pacific Conference on Structural Engineering and Construction, REAL STRUCTURES: Bridges and Tall Buildings, pp.771-776, 2006.8

12 Y. Kimura and G.A. MacRae: Effect of Column Flexural Characteristic on Seismic Behavior of Braced Frame with Fixed Column Base, Proc. of Behavior of Steel Structures in Seismic Areas, Vol.1, pp.437-444, 2006.8

2005年度

11 Y. Kimura: Required rotational and horizontal stiffness of lateral support for H-shaped compression members with eccentric braces, 5th International Conference on Earthquake Resistant Engineering Structures, Vol.1,pp.281-290,2005.5

2004年度

10 Y. Kimura and G.A. MacRae: Effect of Cantilever Column Flexural Characteristic on Braced Frame Displacements, 13th World Conference on Earthquake Engineering,CD-ROM,pp.1-8,2004.8

9 Y. Kimura and G.A. MacRae: Effect of Column Flexural Stiffness and Strength on Story Drift Concentration of Two Story Braced Frames, 1st International Conference on Urban Earthquake Engineering,Vol.1,pp. 63-70,2004.3

2003年度

8 Y. Kimura and G.A. MacRae: Effect of the Column Flexural Stiffness and Strength to Limit Story Drift Concentration of Braced Multi Story Frames, 9th East Asia Pacific Conference on Structural Engineering and Construction,CD-ROM,pp.SME40-45,2003.12

7 G.A. MacRae, Y. Kimura and C. Roeder: System Considerations for Concentrically Braced Steel Frames with CFT Columns, Full Scale CFT Frame Testing and International Workshop on Steel and Concrete Composite Construction,CD-ROM,pp.1-12,2003.10

2002年度

6 Y. Kuroiwa, M. Masaoka, I. Kubodera, T. Ogawa, Y. Kimura and S. Kato: Structural Behaviours of Various Joint Types and Twisted H-shaped Steels for Single-layer, 15th International Conference on Space Structures Lattice Shells,Vol.1,pp.749-758,2002.8

5 Y. Kimura, G.A. MacRae and C. Roeder: Column Stiffness Effects on Braced Frame Seismic Behavior , 7th U.S. National Conference on Earthquake Engineering,CD-ROM,pp.1-8,2002.7

2001年度

4 Y. Kimura, G.A. MacRae and C. Roeder: Steel Braced Frame Composite Column Connection Behavior, Structures Congress and Exposition,CD-ROM,pp.1-8,2001.5

2000年度

3 I. Iwamoto, Y. Kimura and T. Ogawa: Tests of Cold-formed Lipped C-Section Members Subject to Compression , 14th Engineering Mechanics Conference,CD-ROM,pp.1-6,2000.5

1998年度

2 T. Suzuki, T. Ogawa, Y. Kimura and I. Imai : A Study on Structural Properties of Double-Layer Grids with Eccentric Joints, Proc. of Lightweight Structures in Architecture, Engineering and Construction,Vol.1,pp.282-288,1998.10

1997年度

1 T. Suzuki, T. Ogawa and Y. Kimura: A Study on Lateral Buckling Behavior of H-Shaped Beams with Torsional Stiffening Device , Proc. of Behavior of Steel Structures in Seismic Areas,Vol.1,pp.334-341,1997.8