Journals


2022

84 Symon M. Fujak, Yoshihiro Kimura, and Atsushi Suzuki. "Estimation of elastoplastic local buckling capacities and novel classification of I-beams based on beam's elastic local buckling strength", Structures, 39, 765-781, 2022.5
DOI: https://doi.org/10.1016/j.istruc.2022.03.054

83 Atsushi Suzuki, Tomomi Fujita, Yoshihiro Kimura. “Identifying damage mechanisms of gymnasium structure damaged by the 2011 Tohoku earthquake based on biaxial excitation”, Structures, 35, 1321-1338, 2022.1
DOI: https://doi.org/10.1016/j.istruc.2021.11.010


2021

82 Wang Liao, Yuki Yoshino, Yoshihiro Kimura. "Experimental Study on the Effect of the H-shaped beam-Folded Roof Plate Joints on the Rotational Bracing Stiffness of Folded Roof Plates as Continuous Braces", Steel Construction Engineering(JSSC), 28(112), 101-110, 2021.12

81 Atsushi Suzuki and Yoshihiro Kimura. “Mechanical performance of stud connection in steel-concrete composite beam under reversed stress”, Engineering Structures, 249, 113338, 2021.12
DOI: https://doi.org/10.1016/j.engstruct.2021.113338

80 Atsushi Suzuki, Kaho Suzuki, Yoshihiro Kimura. “Ultimate shear strength of perfobond shear connectors subjected to fully reversed cyclic loading”, Engineering Structures, 248, 113240, 2021.12
DOI: https://doi.org/10.1016/j.engstruct.2021.113240

79 Sachi Furukawa, Kunihiro Takahashi, Toru Watanabe, Toshiaki Someya, Katsunori Kaneda, Yoshihiro Kimura, and Akira Wada. “Effect of anchorage rebars applying to mid-story pin column base connection on stress transfer mechanism and ultimate shear strength under horizontal force”, Journal of Structural and Construction Engineering (Transactions of AIJ), 65(537), 115-120, 2021.8,
DOI:https://doi.org/10.3130/aijs.86.1247

78 Wang Liao, Yuki Yoshino, Yoshihiro Kimura." Bending Performance of Folded Roof Plates as Continuous Braces for Lateral Buckling of H-shaped Beams", Steel Construction Engineering(JSSC), 28(110), 97-109, 2021.6

77 Yoshihiro Kimura, Fujak M.Szymon, Atsush Suzuki. “Elastic local buckling strength of I-beam cantilevers subjected to bending moment and shear force based on flange–web interaction”, Thin-Walled Structures, Elsevier Ltd., vol. 162, 107633, 2021.5
DOI: https://doi.org/10.1016/j.tws.2021.107633

76 Moeko Matoba, Yoshihiro Kimura and Shuji Tamura. “Cumulative damage evaluation for collapse of steel pile in liquefied soil subjected to multiple earthquakes based on centrifugal tests of superstructure-pile foundation and liquefied soil system”, Journal of Structural and Construction Engineering (Transactions of AIJ), 86(783), 749-760, 2021.5
DOI: https://doi.org/10.3130/aijs.86.749

75 Sachi Furukawa, Naoki Tamura and Yoshihiro Kimura. “Effect of multi-layer leaning column on damage concentration mitigation of multi-story steel moment-resisting frames with mid-story pin column base system”, Journal of Structural and Construction Engineering (Transactions of AIJ), 86(781), 501-511, 2021.3
DOI: https://doi.org/10.3130/aijs.86.501

74 Atsushi Suzuki, Kanako Abe, Kaho Suzuki, Yoshihiro Kimura. “Cyclic Behavior of Perfobond-Shear Connectors Subjected to Fully Reversed Cyclic Loading”, Journal of Structural Engineering, American Society of Civil Engineers, 147(3), 04020355, 2021.3
DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0002955

73 Yoshihiro Kimura, Moeko Matoba and Shuji Tamura. “Collapse mechanism of steel piles in liquefied soil based on centrifugal tests of superstructure-pile foundation and liquefied soil system with high height-to-width aspect ratio of building”, Journal of Structural and Construction Engineering (Transactions of AIJ), 86(779), 53-63, 2021.1
DOI: https://doi.org/10.3130/aijs.86.53

72 木Yoshihiro Kimura and Yui Sato. “Effect of warping restraint of beams to column joint on lateral buckling behavior for H-shaped beams with continuous braces under gradient flexural moment”, Journal of Structural and Construction Engineering (Transactions of AIJ), 86(779), 145-155, 2021.1
DOI: https://doi.org/10.3130/aijs.86.145

2020

71 Kazuhiro Hayashi, Yuichi Miyachi, Yoshihiro Kimura, Syuji Tamura and Taiki Saito. “An experimental study on dynamic flexural buckling for reinforced concrete piles in liquefied soil using centrifuge tests” , Journal of Structural and Construction Engineering (Transactions of AIJ), 85(773), 911-920, 2020.7
DOI: https://doi.org/10.3130/aijs.85.911

70 Atsushi Suzuki, Yoshihiro Kimura, and Kazuhiko Kasai. “Rotation Capacity of I-Shaped Beams under Alternating Axial Forces Based on Buckling-Mode Transitions”, Journal of Structural Engineering, American Society of Civil Engineers, 146(6),04020089, 2020.6
DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0002623

69 Atsushi Suzuki, Kanako Abe, and Yoshihiro Kimura. “Restraint Performance of Stud Connection during Lateral-Torsional Buckling under Synchronized In-Plane Displacement and Out-of-Plane Rotation”, Journal of Structural Engineering, American Society of Civil Engineers, 146(4), 04020029, 2020.4
DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0002582

68 Yoshihiro Kimura, Motoko Ando and Sachi Furukawa. “Modified D-values method to predict seismic strength of multi-story steel moment-resisting frames with mid-story column base system”, Journal of Structural and Construction Engineering (Transactions of AIJ), 85(767), 117-128, 2020.1
DOI: https://doi.org/10.3130/aijs.85.117

2019年

67 Yoshihiro Kimura and Mutsumi Miya. “Effect of warping restrain of beams to column joint on lateral buckling behavior for H-shaped beams with continuous braces under gradient flexural moment”, Journal of Structural and Construction Engineering (Transactions of AIJ), 84(766), 1601-1611, 2019.12
DOI: https://doi.org/10.3130/aijs.84.1601

66 Atsushi Suzuki, Yoshihiro Kimura, and Kazuhiko Kasai. “Rotation Capacity of I-shaped Beams Collapsed with Lateral-torsional Buckling under Reversed Axial Forces”, Japan Architectural Review, 2(4), 451-464, 2019.10,
DOI:https://doi.org/10.1002/2475-8876.12108

65 Yuma Murata, Sachi Furukawa, and Yoshihiro Kimura. “Scaled frame model test for elasto-plastic behavior of steel moment-resisting frame with proposed pin column support system and estimation of collapse mechanism by virtual work theorem”, Journal of Steel Construction, 26(102), 1-15, 2019.6
DOI: https://doi.org/10.11273/jssc.26.102_1

64 Atsushi Suzuki and Yoshihiro Kimura. “Cyclic Behavior of Component Model of Composite Beam Subjected to Fully Reversed Cyclic Loading”, Journal of Structural Engineering, American Society of Civil Engineers, 145(4), 04019015, 2019.4
DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0002294

63 Yoshihiro Kimura, Atsushi Suzuki and Kazuhiko Kasai: Estimation of Plastic Deformation Capacity for I-shaped Beams with Local Buckling under Compressive and Tensile Forces, Japan Architectural Review, pp.26-41,Vol.2, Issue 1, 2019.1, 10.1002/2475-8876.12066,DOI: https://doi.org/10.1002/2475-8876.12066

2018

62 Yoshihiro Kimura, Mutsumi Miya and Wang Liao. “Effect of restraint for continuous braces on lateral buckling load for H-shaped beams with warping restraint of beams to column joint” , Journal of Structural and Construction Engineering (Transactions of AIJ), 83(751), 1353-1363, 2018.9
DOI: https://doi.org/10.3130/aijs.83.1353

61 Atsushi Suzuki, Yoshihiro Kimura and Kazuhiko Kasai. “Plastic deformation capacity of H-shaped beams collapse with combined buckling under reversed axial forces”, Journal of Structural and Construction Engineering (Transactions of AIJ), 83(744), 297-307, 2018.2
DOI: https://doi.org/10.3130/aijs.83.297

60 Sachi Furukawa, Takayuki Yamaguchi, Eiichiro Saeki, Jun Shi, and Yoshihiro Kimura. “Substructural frame test of encapsulated rubber rotation bearing applying to proposed pinned-support column base system of steel moment-resisting frame”, AIJ Journal of Technology and Design, 24(56), 195-200, 2018.2
DOI: https://doi.org/10.3130/aijt.24.195

2017

59 Yoshihiro Kimura and Yayoi Sugita. “Effect of lateral-rotational restrain by continuous braces on lateral buckling strength for H-shaped beams with gradient flexural moment and compressive axial force”, Journal of Structural and Construction Engineering (Transactions of AIJ), 82(741), 1799-1809, 2017.11
DOI: https://doi.org/10.3130/aijs.82.1799

58 Yoshihiro Kimura, Moeko Matoba, Tenshiro Goto and Shuji Tamura.“Dynamic ultimate strength for circular tube pile stiffened at pile head based on centrifuge tests of superstructure-pile-liquefied soil system”, Journal of Structural and Construction Engineering (Transactions of AIJ), 82(738), 1221-1231, 2017.8
DOI: https://doi.org/10.3130/aijs.82.1221

2016

57 Yoshihiro Kimura, Atsushi Suzuki and Kazuhiko Kasai. “Estimation of plastic deformation capacity for H-shaped beams on local buckling under compressive and tensile forces”, Journal of Structural and Construction Engineering (Transactions of AIJ), 81(730), 2133-2142, 2016.12
DOI: https://doi.org/10.3130/aijs.81.2133

56 Yoshihiro Kimura, Tenshiro Goto, Moeko Matoba and Shuji Tamura. “Dynamic collapse mechanism and ultimate strength for circular tube pile based on centrifuge tests of superstructure-pile-liquefied soil system”, Journal of Structural and Construction Engineering (Transactions of AIJ), 81(730), 2079-2089, 2016.12
DOI: https://doi.org/10.3130/aijs.81.2079

55 Atsushi Suzuki, Tomomi Fujita, and Yoshihiro Kimura. “Damage mechanism of gymnasium building with RC frame and steel roof damaged by the 2011 Tohoku earthquake”, Journal of Steel Construction, 23(91), 17-29, 2016.9
DOI: https://doi.org/10.11273/jssc.23.91_17

54 Yoshihiro Kimura, Yuki Yoshino and Yayoi Sugita. “Effect of lateral-rotational restraint of continuous braces on lateral buckling strength for H-shaped steel beams with compressive axial force and flexural moment ”, Journal of Structural and Construction Engineering (Transactions of AIJ), 81(726), 1321-1331, 2016.8
DOI: https://doi.org/10.3130/aijs.81.1321

53 Yoshihiro Kimura and Yuki Yoshino. “Effect of lateral-rotational restraint of continuous braces on lateral buckling strength for H-shaped beams with flexural moment gradient”, Journal of Structural and Construction Engineering (Transactions of AIJ), 81(726), 1309-1319, 2016.8
DOI: https://doi.org/10.3130/aijs.81.1309

2015

52 木Yoshihiro Kimura, Yasunori Kishino and Shuji Tamura. “Dynamic flexural buckling for circular tube piles based on centrifuge tests of superstructure-pile-liquefied soil system”, Journal of Structural and Construction Engineering (Transactions of AIJ), 80(717), 1707-1716, 2015.11
DOI: https://doi.org/10.3130/aijs.80.1707

51 Yoshihiro Kimura, Sachi Furukawa, Katsunori Kaneda, Toru Watanabe and Akira Wada. “Compressive strength and stress transferring mechanism of joint between steel and RC columns for steel moment-resisting frames with new column support system”, Journal of Structural and Construction Engineering (Transactions of AIJ), 80(712), 905-915, 2015.6
DOI: https://doi.org/10.3130/aijs.80.905

2014

50 Yoshihiro Kimura, Takeshi Matsuo and Yuki Yoshino.“Estimation of elasto-plastic lateral buckling stress for H-shaped beams with lateral-rotational braces on subjected to axial force and flexural moment”, Journal of Structural and Construction Engineering (Transactions of AIJ), 79(703), 1299-1308, 2014.9
DOI: https://doi.org/10.3130/aijs.79.1299

49 Yoshihiro Kimura and Yuki Yoshino. “Effect of lateral and rotational restraint for bracings on lateral buckling load for H-shaped beams under moment gradient”, Journal of Structural and Construction Engineering (Transactions of AIJ), 79(700), 761-770, 2014.6
DOI: https://doi.org/10.3130/aijs.79.761

48 Yoshihiro Kimura, Takayuki Yamaguchi and Tetsuo Harada. “Effect of surface condition on ultimate strength and plastic deformation capacity of pipe members for spheroidal graphite cast iron”, Journal of Structural and Construction Engineering (Transactions of AIJ), 79(700), 183-192, 2014.6
DOI: https://doi.org/10.3130/aijs.79.829

2013

47 Yuki Yoshino and Yoshihiro Kimura. “Evaluation of equivalent bracing rigidity on elasto-plastic buckling load for H-shaped compression members with eccentric braces”, Journal of Steel Construction, 20(79), 41-51, 2013.9
DOI: https://doi.org/10.11273/jssc.20.79_41

46 Yoshihiro Kimura, Teruaki Yamanishi and Kazuhiko Kasai. “Cyclic hysteresis behavior and plastic deformation capacity for H-shaped beams on local buckling under compressive and tensile forces”, Journal of Structural and Construction Engineering (Transactions of AIJ), 78(689), 1307-1316, 2013.7
DOI: https://doi.org/10.3130/aijs.78.1307

45 Yoshihiro Kimura, Katsunori Kaneda and Akira Wada. “Estimation of shear and axial force for steel column joints and seismic strength of multi-story steel moment-resisting frames with new column support system”, Journal of Structural and Construction Engineering (Transactions of AIJ), 78(688), 1149-1158, 2013.6
DOI: https://doi.org/10.3130/aijs.78.1149

44 Yoshihiro Kimura, Yuki Yoshino and Junko Ogawa. “Effect of lateral-rotational restraint and strength of continuously braces on lateral buckling load for H-shaped beams”, Journal of Structural and Construction Engineering (Transactions of AIJ), 78(683), 193-201, 2013.1
DOI: https://doi.org/10.3130/aijs.78.193

43 Yoshihiro Kimura, Takayuki Yamaguchi, Tetsuo Harada and Syunto Koga. “Ultimate strength and plastic deformation capacity of pipe members for spherical graphite cast iron under flexural moment”, Journal of Structural and Construction Engineering (Transactions of AIJ), 78(683), 183-192, 2013.1
DOI: https://doi.org/10.3130/aijs.78.183

2012

42 Katsunori Kaneda, Toru Takeuchi, Kunihiro Takahashi, Masaki Tokunou, Yoshihiro Kimura, and Akira Wada. “A design application of Mid-floor leveled column base system”, AIJ Journal of Technology and Design, 18(39), 553-558, 2012.6
DOI: https://doi.org/10.3130/aijt.18.553

41 Yoshihiro Kimura and Kohji Tokimatsu. “Ultimate vertical strength and ultimate flexural moment of steel pile subjected to vertical and horizontal load in liquefied subgrade”, Journal of Structural and Construction Engineering (Transactions of AIJ), 77(675), 775-781, 2012.5
DOI: https://doi.org/10.3130/aijs.77.775

40 Yoshihiro Kimura, Katsunori Kaneda and Akira Wada. “Estimation of ultimate seismic capacity and column demand of multi-story steel moment-resisting frames with new column support system to fishbone-shaped frame”, Journal of Structural and Construction Engineering (Transactions of AIJ), 77(675), 765-773, 2012.5
DOI:https://doi.org/10.3130/aijs.77.765

39 Yoshihiro Kimura, Yohei Matsuo and Yasunori Nakazawa, “Story drift concentration and hysteresis for two-story braced frame with buckling braces subjected to strong motion”, Journal of Structural and Construction Engineering (Transactions of AIJ), 77(672), 293-301, 2012.2
DOI: https://doi.org/10.3130/aijs.77.293

2011

38 Yoshihiro Kimura and Yuki Yoshino. “Required bracing capacity on lateral buckling strength for H-shaped beams with bracings”, Journal of Structural and Construction Engineering (Transactions of AIJ), 76(670), 2143-2152, 2011.12
DOI: https://doi.org/10.3130/aijs.76.2143

37 Katsunori Kaneda, Yoshihiro Kimura, Kenta Mutsukura, Haruyoshi Kadoya, Toru Watanabe and Kunihiro Takahashi. “Cyclic loading test for partial frames with new column support system for multi-story steel moment-resisting structures to perform beam yielding mechanism”, Journal of Structural and Construction Engineering (Transactions of AIJ), 76(665), 1357-1366, 2011.7
DOI: https://doi.org/10.3130/aijs.76.1357

36 Yoshihiro Kimura. “Effect of loading hysteretic program on plastic deformation capacity and cumulative plastic deformation capacity for H-shaped beam with local buckling”, Journal of Structural and Construction Engineering (Transactions of AIJ), 76(664), 1143-1151, 2011.6
DOI: https://doi.org/10.3130/aijs.76.1143

35 Katsunori Kaneda, Yoshihiro Kimura, Shinichi Hamasaki and Akira Wada. “Ultimate seismic capacity of multi-story steel moment-resisting frames having new column support system”, Journal of Structural and Construction Engineering (Transactions of AIJ), 76(661), 1143-1151, 2011.3
DOI: https://doi.org/10.3130/aijs.76.649

2010

34 Yoshihiro Kimura, Shinichi Shinozaki and Tadashi Ishihara. “Damage mechanism and structural property for high-strength-steel partial frame without diaphragm”, Journal of Structural and Construction Engineering (Transactions of AIJ), 75(658), 2221-2230, 2010.12
DOI: https://doi.org/10.3130/aijs.75.2221

33 Katsunori Kaneda, Yoshihiro Kimura, Shinichi Hamasaki and Akira Wada. “Cyclic loading test for partial with new column support system for multi-story steel moment-resisting structures to perform beam yielding mechanism”, Journal of Structural and Construction Engineering (Transactions of AIJ), 75(654), 1537-1546, 2010.8
DOI: https://doi.org/10.3130/aijs.76.1357

32 Yoshihiro Kimura, Yui Mihata and Yasunori Nakazawa. “Effect of post yielding stiffness of buckling restraint braces on mechanism of damage control for two-story braced frame with restraint braces”, Journal of Structural and Construction Engineering (Transactions of AIJ), 75(651), 997-1004, 2010.5
DOI: https://doi.org/10.3130/aijs.75.997

31 Yoshihiro Kimura and Akemi Amamoto. “Effect of lateral-rotational restraint and strength for continuously eccentric braces on buckling stress for H-shaped compression members”, Journal of Structural and Construction Engineering (Transactions of AIJ), 75(648), 435-442, 2010.2
DOI: https://doi.org/10.3130/aijs.75.435

2009

30 Katsunori Kaneda, Yoshihiro Kimura, Yuta Funatsu, and Akira Wada. “Seismic capacity of steel moment-resisting frames of JAPAN and U.S practice”, Journal of Steel Construction, 16(64), 1-10, 2009.12
DOI: https://doi.org/10.11273/jssc.16.64_1

29 Yoshihiro Kimura and Kohji Tokimatsu. “Buckling stress of slender piles with rotational restraint at the pile head in liquefied soil”, Journal of Structural and Construction Engineering (Transactions of AIJ), 74(638), 721-730, 2009.4
DOI: https://doi.org/10.3130/aijs.74.721

28 Yoshihiro Kimura and Akemi Amamoto. “Effect of lateral and rotational restraint for eccentric braces on flexural-torsional buckling load with web deformation for H-shaped compression members”, Journal of Structural and Construction Engineering (Transactions of AIJ), 74(637), 583-591, 2009.3
DOI: https://doi.org/10.3130/aijs.74.583

2008

27 Yoshihiro Kimura and Satoshi Iwama. “Effect of rotational spring of elastic cantilever column on mechanism of damage control for two-story braced frame with restraint braces”, Journal of Structural and Construction Engineering (Transactions of AIJ), 73(628), 973-982, 2008.6
DOI: https://doi.org/10.3130/aijs.73.973

26 Yoshihiro Kimura and Akemi Amamoto. “Evaluation of elasto-plastic buckling stress for eccentrically braced members considering reduction of torsional rigidity with web deformation in inelastic range”, Journal of Steel Construction, 15(58), 47-55, 2008.6
DOI: https://doi.org/10.11273/jssc1994.15.58_47

2007

25 Yoshihiro Kimura and Kohji Tokimatsu. “Buckling stress of slender pile with lateral displacement at the pile head in liquefied soil”, Journal of Structural and Construction Engineering (Transactions of AIJ), 72(617), 169-175, 2007.7
DOI: https://doi.org/10.3130/aijs.72.169_2

24 Yoshihiro Kimura and Akemi Amamoto. “Influence of web plate deformation and rotational stiffness of braces on flexural buckling strength for H-shaped compression members with continuously eccentric stiffeners”, Journal of Structural and Construction Engineering (Transactions of AIJ), 72(614), 147-153, 2007.4
DOI: https://doi.org/10.3130/aijs.72.147_3

23 Yoshihiro Kimura. “Effect of elastic cantilever column on mechanism of damage control for two-story braced frame with restraint braces”, Journal of Structural and Construction Engineering (Transactions of AIJ), 72(612), 187-196, 2007.2
DOI: https://doi.org/10.3130/aijs.72.187_1

2006

22 Yoshihiro Kimura and Akemi Amamoto. “Effect of web deformation on buckling load for H-shaped compression member with eccentric braces”, Journal of Structural and Construction Engineering (Transactions of AIJ), 71(600), 187-194, 2006.2
DOI: https://doi.org/10.3130/aijs.71.187_1

2005

21 Yoshihiro Kimura and Kohji Tokimatsu. “Buckling stress of steel pile with vertical load in liquefied soil”, Journal of Structural and Construction Engineering (Transactions of AIJ), 70(595), 73-78, 2005.9
DOI: https://doi.org/10.3130/aijs.70.73_3

20 Yoshihiro Kimura and Gregory A. Macrae. “Effect of column flexural stiffness and strength on story drift concentration mechanism of 2 story braced frames with fixed column base”, Journal of Structural and Construction Engineering (Transactions of AIJ), 70(593), 153-160, 2005.7
DOI: https://doi.org/10.3130/aijs.70.153_3

19 Toru Takeuchi, Kazuaki Suzuki, Tomoki Marukawa, Yoshihiro Kimura, Toshiyuki Ogawa, Takeshi Sugiyama, and Shiro Kato. “Performances of compressive tube members with buckling restrainer composed of mortal in-filled steel tube”, Journal of Structural and Construction Engineering (Transactions of AIJ), 70(590), 71-78, 2005.4
DOI: https://doi.org/10.3130/aijs.70.71_2

2004

18 Yoshihiro Kimura, Toshiyuki Ogawa, Norio Masaoka, and Tetsuo Yamashita. “Stiffness and strength of required lateral support for H-shaped compression member with eccentric bracing”, Journal of Structural and Construction Engineering (Transactions of AIJ), 69(585), 207-213, 2004.11
DOI: https://doi.org/10.3130/aijs.69.207

17 Gregory A. Mac Rae, Yoshihiro Kimura and Charles Roeder: Effect of Column Stiffness on Braced Frame Seismic Behavior, Journal of Structural Engineering, American Society of Civil Engineers, Vol.130, No.3, pp.381-391, 2004.3,
DOI: https://doi.org/10.1061/(ASCE)0733-9445(2004)130:3(381)

16 Gregory MacRae, Charles W. Roeder, Chad Gunderson and Yoshihiro Kimura: Brace-Beam-Column Connections for Concentrically Braced Frames with Concrete Filled Tube Columns, Journal of Structural Engineering, American Society of Civil Engineers, Vol.130, No.2, pp.233-243, 2004.2,
DOI: https://doi.org/10.1061/(ASCE)0733-9445(2004)130:2(233)

2003

15 Yoshihiro Kimura and Toshiyuki Ogawa. “Buckling load and rigidity of required lateral support for H-shaped compression member with eccentric braces”, Journal of Structural and Construction Engineering (Transactions of AIJ),68(574), 213-218, 2003.12
DOI: https://doi.org/10.3130/aijs.68.213_2

14 Yoshihiko Kuroiwa, Yoshihiro Kimura, Norio Masaoka, Toshiyuki Ogawa and Shiro Kato. “Study on Simplification of Joints of Single-layer Trusses - Twisted H-shaped Steel Member -”, Steel Construction Engineering(JSSC), 10(38), 51-60, 2003.6
DOI: https://doi.org/10.11273/jssc1994.10.38_51

2002

13 Yoshihiro Kimura and Gregory A. Macrae. “Buckling load and rigidity of required lateral support for H-shaped compression member with eccentric braces”, Journal of Structural and Construction Engineering (Transactions of AIJ),67(560), 189-195, 2002.10
DOI: https://doi.org/10.3130/aijs.67.189_4

12 Toshiyuki Ogawa, Yoshihiro Kimura, Tomohiro Koriya, Isohata Tetsu. “A study on structural behavior of thin-walled stainless steel of tubular branch joints”, Journal of Structural and Construction Engineering (Transactions of AIJ), 67(551), 133-140, 2002.1
DOI: https://doi.org/10.3130/aijs.67.133_1

2001

11 Yoshihiro Kimura, Hiroyuki Tagawa, Gregory A. Macrae, and Dawn Lehman. “Report of damage to building structures caused by the Nisqually earthquake in 2001”, AIJ Journal of Technology and Design, 7(14), 373-376, 2001.12
DOI: https://doi.org/10.3130/aijt.7.373

10 Yoshihiro Kimura, Toshiyuki Ogawa and Eiichiro Saeki. “The local buckling behavior of cold-formed circular tubes by different manufacturing process”, Steel Construction Engineering(JSSC), 8(29), 27-34, 2001.3
DOI: https://doi.org/10.11273/jssc1994.8.27

2000

9 Toshiro Suzuki and Yoshihiro Kimura. “Lateral buckling of H-shaped beams with warping restraint of beam-to-column joints”, Journal of Structural and Construction Engineering (Transactions of AIJ), 65(537), 115-120, 2000.11
DOI:https://doi.org/10.3130/aijs.65.115_4

8 Toshiyuki Ogawa, Yoshihiro Kimura, Izumi Iwamoto, Mamoru Kimura, "An Experimental Study on Buckling Behavior of Cold-Formed Lipped C-Section Members Subject to Compression”, Steel Construction Engineering(JSSC), 7(27), 39-46, 2000.9
DOI: https://doi.org/10.11273/jssc1994.7.27_39

1999

7 Toshiro Suzuki and Yoshihiro Kimura:Toshiro Suzuki and Yoshihiro Kimura. “Buckling length of H-shaped beams in steel rigid frame”, Journal of Structural and Construction Engineering (Transactions of AIJ), 64(521), 127-132, 1999.7
DOI: https://doi.org/10.3130/aijs.64.127_3

1998

6 Toshiro Suzuki, Toshiyuki Ogawa, Yoshihiro Kimura and Ichiro Imai. “A study on structural properties of double-layer grids with eccentric joints”, Journal of Structural and Construction Engineering (Transactions of AIJ), 63(506), 139-145, 1998.4
DOI: https://doi.org/10.3130/aijs.63.139_3

1997

5 Toshiro Suzuki, Toshiyuki Ogawa, Yoshihiro Kimura and Tadashi Ishihara. “A study on structural properties of double-layer space truss with eccentric joints in compressive chord members”, Journal of Structural and Construction Engineering (Transactions of AIJ), 62(497), 181-188, 1997.7
DOI: https://doi.org/10.3130/aijs.62.181_1

1996

4 Toshiro Suzuki, Toshiyuki Ogawa and Yoshihiro Kimura. “A study on lateral buckling behavior of the double web-shaped beams”, Journal of Structural and Construction Engineering (Transactions of AIJ), 84(766), 113-119, 1996.4
DOI: https://doi.org/10.3130/aijs.61.113_2

1995

3 Toshiro Suzuki, Toshiyuki Ogawa and Yoshihiro Kimura. “A study on lateral buckling behavior of H-shaped beams with torsional stiffening device”, Journal of Structural and Construction Engineering (Transactions of AIJ), 60(478), 173-179, 1995.12
DOI: https://doi.org/10.3130/aijs.60.173_3

2 Toshiro Suzuki, Toshiyuki Ogawa and Yoshihiro Kimura. “A study on lateral buckling behavior of H-shaped beams with torsional stiffening device”, Journal of Structural and Construction Engineering (Transactions of AIJ), 60(473), 169-176, 1995.7
DOI: https://doi.org/10.3130/aijs.60.169_2

1 Toshiro Suzuki, Toshiyuki Ogawa, Kikuo Ikarashi and Yoshihiro Kimura. “A study on structural behavior of tubular truss beams with middle chord members”, Journal of Structural and Construction Engineering (Transactions of AIJ), 60(470), 123-131, 1995.4
DOI: https://doi.org/10.3130/aijs.60.123_2