2023
61 Y. Ishikawa, S. Furukawa, M. Sato and Y. Kimura, Ultimate Strength of
Steel Pile Top Filled with Concrete Using Reduced Scale Model Test Considering
Effects of Inner Ribs and Concrete-Pile Bonds, 2023 International Conference
on Sustainable Civil Engineering and Architecture (ICSCEA), Da Nang City,
Vietnam,2023.7
60 Sachi Furukawa, Ryohei Iwami and Yoshihiro Kimura, Cyclic Horizontal
Loading Tests of New Connection Systems Using a Single Anchor Bolt for
Steel Roof Bearing, 2023 International Conference on Sustainable Civil
Engineering and Architecture (ICSCEA), Da Nang City, Vietnam,2023.7
59 Yuki Yoshino, Yoshihiro Kimura:Restraint Effect on Lateral Buckling
Load of Continuous Braced H-Shaped Beams based on Partial Frame Loading
Tests, 2023 International Conference on Sustainable Civil Engineering and
Architecture (ICSCEA), Da Nang City, Vietnam,2023.7
2021
58 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
57 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
56 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
55 Tomoya Saito, Toshiharu Hirose, Yoshihiro Kimura: Cyclic loading tests
of steel pile filled with concrete at pile top subjected to tensile axial
force,2019 International Conference on Sustainable Civil Engineering and
Architecture (ICSCEA), Ho Chi Minh, Vietnam,2019.10,Lecture Notes in Civil
Engineering, 2020, 80, pp. 251–257
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,Lecture
Notes in Civil Engineering, 2020, 80, pp. 269–277
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, Lecture Notes
in Civil Engineering, 2020, 80, pp. 231–239
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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