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葛 漢彬

教員情報

研究室情報

名前 葛 漢彬（GE, Hanbin）
職名 教授
最終学歴 博士：名古屋大学大学院（1994）
学位 博士(工学)（名古屋大学）
専門分野 構造工学・耐震工学
研究課題 土木鋼構造物の耐震・制震設計

学術論文 

  1. Yan Liu, Jia, L.J., Hanbin Ge, Tomoya Kato, and Toyoki Ikai (2017): Ductile-fatigue transition fracture mode of welded T-joints under quasi-static cyclic large plastic strain loading, Engineering Fracture Mechanics (Published online: February 24, 2017).
  2. 鈴木元哉，宇都宮直幸，葛　漢彬（2017）：SM570鋼材を適用した鋼製補剛箱形断面橋脚の強度と変形能に関する解析的研究，土木学会論文集A1（構造・地震工学），Vol.73，No.4，2017年（掲載予定）．
  3. 猪飼豊樹，丸山陸也，賈良玖，葛　漢彬（2017）：魚骨型座屈拘束ブレース(FB-BRB)の開発に関するパイロット研究，土木学会論文集A1（構造・地震工学），Vol.73，No.4，2017年（掲載予定）．
  4. Jia, L.J., Ge, H.B., Maruyama, R., and Shinihara, K. (2017): Development of a novel high-performance all-steel fish-bone shaped buckling-restrained brace, Engineering Structures, Vol.138, pp.105–119, 2017.
  5. Kang, L., Magoshi, K., Ge, H.B., and Nonaka, T. (2017): Accumulative Response of Large Offshore Steel Bridge under Severe Earthquake and Ship Impact due to Earthquake-induced Tsunami flow, Engineering Structures, Vol.134, pp.190–204, 2017.
  6. Jia, L.J., Ikai, T., Ge, H.B., and Hada, S. (2017): Seismic performance of compact beam-column connections with welding defects in steel bridge piers, Journal of Bridge Engineering, ASCE, pp.04016137-1-16 (Published online: November 29, 2016).
  7. Guan, D., Jiang, C., Guo, Z., and Ge, H.B. (2017): Development and Seismic Behavior of Precast Concrete Beam-to-Column Connections, Journal of Earthquake Engineering (Published online: November 11, 2016).
  8. YuanZhou, Z., Ji, B., Fu, Z. and Ge, H,B. (2016): Fatigue Performance of Cracked Rib-deck Welded Joint Retrofitted by ICR Technique, Int. J. of Steel Structures, Vol.16, No.3, pp.735-742.
  9. Fu, Z., Ji, B., Zhu, W. and Ge, H,B. (2016): Bending Behaviour of Lightweight Aggregate Concrete-filled Steel Tube Spatial Truss Beam, J. of Cent. South Univ., Vol.23, pp.2110-2117.
  10. Jia, L.J., Ikai, T., Kang, L., Ge, H.B., and Kato, T.: Ductile Cracking Simulation Procedure for Welded Joints under Monotonic Tension, Structural Engineering and Mechanics, An International Journal, Vol.60, No.1, pp.51-69.
  11. Kang, L., Ge, H.B., and Fang, X. (2016): An Improved Ductile Fracture Model for Structural Steels Considering Effect of High Stress Triaxiality, Construction and Building Materials, Vol.115, pp.634–650, 2016.
  12. 加藤友哉，猪飼豊樹，山口雄涼，賈良玖，葛 漢彬（2016）：T型溶接継手の延性き裂発生メカニズムの解明に関する実験的研究，土木学会論文集A1（構造・地震工学），Vol.72，No.4，pp.I_634-I_645, 2016年．
  13. 山崎伸介，加藤弘務，宇佐美勉，葛 漢彬（2016）：芯材に波形鋼板を適用した座屈拘束ブレース(RP-BRB)の性能実験と解析，土木学会論文集A1（構造・地震工学），Vol.72，No.4，pp.I_264-I_278, 2016年．
  14. Li, R., Ge, H.B., Usami, T., and Shu, G.P. (2016): A Strain-Based Post-Earthquake Serviceability Verification Method for Steel Frame-Typed Bridge Piers Installed with Seismic Dampers, Journal of Earthquake Engineering (Published online: April 11, 2016).
  15. Xiang, P., Ge, H.B., and Jia, L.J. (2016): A State of the Art Review on Japanese High Performance Steel in Structural Engineering, Int. J. of Advanced Steel Construction, Vol.12, No.3, pp.245-262, 2016.
  16. 山崎伸介，加藤弘務，宇佐美勉，葛 漢彬（2016）：波形鋼板制震ダンパー芯材の最適形状と復元力モデル，構造工学論文集，Vol.62A，pp.314-327, 2016年3月．
  17. Jia, L.J., Ikai, T., Shinohara, K., and Ge, H.B. (2016): Ductile Crack Initiation and Propagation of Structural Steels under Cyclic Combined Shear and Normal Stress Loading, Construction and Building Materials, Vol.112, No.1 pp.69-83.
  18. Jia, L.J., Ge, H.B., Shinohara, K., and Kato, H. (2016): Experimental and Numerical Study on Ductile Fracture of Structural Steels under Combined Shear and Tension, Journal of Bridge Engineering, ASCE, Vol. 21, No.5, pp.04016008-1-18. (Published online: Jan 22, 2016)
  19. YuanZhou, Z., Ji, B., Fu, Z., and Ge, H.B. (2016): Local Stress Variation in Welded Joints by ICR Treatment, Journal of Constructional Steel Research, Vol.120, pp.45–51, 2016.
  20. Gao, S.B., Ikai, T., Ni, J. and Ge, H.B. (2016): Load-carrying Capacity Degradation of Reinforced Concrete Piers due to Corrosion of Wrapped Steel Plates, Steel & Composite Structures, Vol.19, No.1, pp.91-106.
  21. Kang, L. and Ge, H.B. (2015): Predicting Ductile Crack Initiation in Steel Bridge Piers with Unstiffened Box Section under Specific Cyclic Loadings using Detailed and Simplified Evaluation Methods, International Journal of Advances in Structural Engineering, Vol.18, No.9, pp.1427-1442.
  22. 加藤友哉，康　瀾，葛　漢彬（2015）：溶接継手の破壊メカニズムの解明に関する基礎的研究，土木学会論文集A1（構造・地震工学），Vol.71，No.4，pp. I_363-I_375，2015年9月．
  23. 加藤弘務，葛　漢彬，羽田新輝（2015）：ルートギャップを有さない継手溶接部の未溶着比率が鋼製橋脚隅角部の延性き裂発生・進展に及ぼす影響，土木学会論文集A1（構造・地震工学），Vol.71，No.4，pp. I_349-I_362，2015年9月．
  24. 篠原一輝，賈　良玖，加藤弘務，葛　漢彬（2015）：せん断応力と引張応力が作用する鋼材の延性破壊メカニズムの解明に関する研究，土木学会論文集A1（構造・地震工学），Vol.71，No.4，pp. I_337-I_348，2015年9月．
  25. Xie, F., Ji, B., Zhou, Y., Fu, Z., and Ge, H.B. (2015). Ultrasonic Detecting Method and Repair Technology Based on Fatigue Crack Features in Steel Box Girder, J. Perform. Constr. Facil., 10.1061/(ASCE)CF.1943-5509.0000725 , 04015006.
  26. 加藤弘務，宇佐美勉，山崎伸介，森 翔吾，野呂直以，葛 漢彬（2015）：実物大BRRP 制震ダンパーの開発研究，構造工学論文集，Vol.61A，pp.211-223，2015年3月．
  27. 丸山陸也，葛　漢彬，宇佐美勉（2015）：3種類の履歴型制震ダンパーを導入した鋼構造物の地震後の使用性に関する解析的検討，構造工学論文集，Vol.61A，pp.198-210，2015年3月．
  28. Kang, L., Ge, H.B. and Kato, T. (2015): Experimental and Ductile Fracture Model Study of Single-Groove Welded Joints under Monotonic Loading, Engineering Structures, Vol.85, No.2, pp.36-51.
  29. 馬越一也，葛　漢彬，本橋英樹，野中哲也（2015）：断続的な余震を受ける長大斜張橋の応答特性，土木学会論文集A2（応用力学），Vol.70，No.2，pp. I_603-I_612, 2015年2月．
  30. Ge, H.B., Jia, L.J., Kang, L. and Suzuki, T. (2014): Experimental Study on Seismic Performance of Partial Penetration Welded Steel Beam-Column Connections with Different Fillet Radii, Steel & Composite Structures, Vol.17, No.6, pp.851-865.
  31. Zhang, J.D., Wang, C.L. and Ge, H.B. (2014): A Simplified Method for Seismic Performance Evaluation of Steel Bridge Piers with Thin-walled Stiffened Box Sections, International Journal of Advanced Steel Construction, Vol. 10, No. 4, pp.372-384, 2014.
  32. Jia, L.J., Ge, H.B. and Suzuki, T. (2014): Effect of Post Weld Treatment on Cracking Behaviors of Beam-Column Connections in Steel Bridge Piers, Steel & Composite Structures, Vol.17, No.5, pp.687-704.
  33. Jia, L.J., Ge, H.B., Suzuki, T. and Luo, X.Q. (2014): Experimental Study on Cracking of Thick-walled Welded Beam-column Connections with Incomplete Penetration in Steel Bridge Piers, Journal of Bridge Engineering, ASCE, Vol.20, No.9, DOI: 10.1061/(ASCE)BE.1943-5592.0000659 .
  34. 馬越一也，葛　漢彬，中村真貴，野中哲也（2014）：大型ケーソン基礎を有する長大斜張橋への地震と津波の影響に関する解析的検討，土木学会論文集A1（構造・地震工学），Vol.70，No.4，pp. I_175-I_186，2014年7月．
  35. 葛　漢彬，丸山　陸也（2014）：補剛箱形３段階変断面鋼製橋脚設計法の一提案に関する解析的研究，土木学会論文集A1（構造・地震工学），Vol.70，No.4，pp. I_150-I_160，2014年7月．
  36. 羽田　新輝，葛　漢彬（2014）：異なる未溶着高さを有する鋼製橋脚隅角部の耐震性能に及ぼす十字継手部の溶接ビード脚長とフィレット半径の影響に関する研究，土木学会論文集A1（構造・地震工学），Vol.70，No.4，pp. I_140-I_149，2014年7月．
  37. Wang, C.L., Li, T., Chen, Q., Wu, J. and Ge, H.B. (2014): Experimental and Theoretical Studies on Plastic Torsional Buckling of Steel Buckling-restrained Braces, International Journal of Advances in Structural Engineering, Vol.17, No.6, pp.871-880.
  38. Ge, H.B. and Kang, L. (2014): Ductile Crack Initiation and Propagation in Steel Bridge Piers Subjected to Random Cyclic Loading, Engineering Structures, Vol.59, pp.809-820.
  39. Ge, H.B., Kang, L. and Hayami, K. (2013): Recent Research Developments in Ductile Fracture of Steel Bridge Structures, Journal of Earthquake and Tsunami, Vol.7, No.3, DOI: 10.1142/S1793431113500218, pp.1350021-1-1350021-27, 2013.
  40. Liang, R.J., Wu, J., Ge, H.B. and Wang, C.L. (2013): Hysteretic Characteristic with P-Δ Effect and Its Influence on Collapse Resistance Capacity of Structure under Earthquakes, Journal of Earthquake and Tsunami, Vol.7, No.3, DOI: 10.1142/S179343111350022X, pp.1350022-1-1350022-15, 2013.　
  41. Ge, H.B. and Kang, L. (2013): Extremely Low Cycle Fatigue Tests of Thick-walled Steel Bridge Piers, Journal of Bridge Engineering, ASCE, Vol.18, No.9, pp.858-870.
  42. Magoshi, K., Kang, L., Ge, H.B., Nonaka, T., Harada, T. and Murakami, K.(2013): An Evaluation Method for Large Drifting Object-Bridge Collision during Tsunami, Journal of Earthquake and Tsunami, Vol.7, No.2, DOI: 10.1142/S1793431113500097, pp.1350009-1-1350009-14, 2013.　
  43. 羽田　新輝，葛　漢彬，速水　景，鈴木　俊光（2013）：溶接脚長および溶け込み深さが鋼製橋脚隅角部の延性き裂発生・進展に及ぼす影響，土木学会論文集A1（構造・地震工学），Vol.69，No.4，pp. I_989-I_1001，2013年4月．
  44. 速水　景，葛　漢彬，羽田　新輝，森　翔吾，鈴木　俊光（2013）：小さなフィレットを有する鋼製橋脚隅角部の未溶着高さが延性破壊に及ぼす影響，土木学会論文集A1（構造・地震工学），Vol.69，No.4，pp.I_429-I_439，2013年4月．
  45. 中村佳昭，葛　漢彬（2013）：補剛箱形変断面鋼製橋脚の変断面部座屈が生じない条件に関する解析的研究，土木学会論文集A1（構造・地震工学），Vol.69，No.4，pp.I_440-I_447，2013年4月．
  46. 森　翔吾，葛　漢彬，萩野勝哉，康　瀾（2013）：無補剛断面鋼製橋脚の延性き裂に対する簡易照査法の再検討－構造パラメータがひずみ集中補正係数に及ぼす影響－，土木学会論文集A1（構造・地震工学），Vol.69，No.4，pp.I_517-I_527，2013年4月．
  47. 馬越一也，葛漢彬，野中哲也，本橋英樹，原田隆典，宇佐美勉（2013）：地震被害を受けた長大橋への津波による大型漂流物の衝突に関する解析的アプローチ，構造工学論文集，Vol.59A，pp.405-416，2013年3月．
  48. Kang, L. and Ge, H.B. (2013): Predicting Ductile Crack Initiation of Steel Bridge Structures Due to Extremely Low Cycle Fatigue Using Local and Nonlocal Models, Journal of Earthquake Engineering, Vol.17, No.3, pp.323-349.
  49. Zhang, J.D., Ge, H.B. and Wang, C.L. (2013): Simplified Seismic Evaluation Method for Steel Members with Thin-walled Stiffened Box Sections, China Journal of Highway and Transport, Vol.26, No. 1, pp.113-120 (in Chinese).
  50. Luo, X.Q., Ge, H.B. and Usami T. (2012): Temperature Effects of Shape Memory Alloys (SMAs) in Damage Control Design of Steel Portal Frames, Frontiers of Structural and Civil Engineering, Vol.6, No.4, pp.348-357.
  51. Luo, X.Q., Ge, H.B. and Ohashi, M. (2012): Experimental Study on Ductile Crack Initiation in Compact Section Steel Columns, Steel & Composite Structures, Vol.13, No.4, pp.383-396.
  52. Kang, L. and Ge, H.B. (2012): Strength and Ductility Evaluation Method for Steel Bridge Pier Frames Considering Effect of Shear Failure, International Journal of Advanced Steel Construction, Vol.8, No.4, pp.346-362.
  53. 馬越一也，葛漢彬，野中哲也，原田隆典，村上啓介（2012）：津波襲来時における大型漂流物の長大橋衝突シミュレーション，土木学会論文集B3（海洋開発），Vol.68，No.2，pp.I_222-I_227，2012年9月．
  54. Wu, J., Liang, R.J., Wang, C.L., and Ge, H.B. (2012): Restrained Buckling Behavior of Core Component in Buckling-Restrained Braces, International Journal of Advanced Steel Construction, Vol.8, No.3, pp.212-225.
  55. Ge, H.B. and Kang, L. (2012): A Damage Index Based Evaluation Method for Predicting The Ductile Crack Initiation in Steel Structures, Journal of Earthquake Engineering, Vol.16, No.5, pp.623-643.
  56. 速水　景，鈴木俊光，岩田　勝成，葛　漢彬（2012）：異なる溶接仕上げと未溶着高さを有する鋼厚肉断面梁－柱隅角部の繰り返し弾塑性解析，構造工学論文集，Vol.58A，pp.319-332，2012年3月．　　　　
  57. Ge, H.B., Chen, X., and Kang, L.(2012): Demand on Stiffened Steel Shear Panel Dampers in a Rigid-Framed Bridge Pier under Repeated Seismic Ground Motions, International Journal of Advances in Structural Engineering, Vol.15, No.3, pp.525-546. 　　　
  58. 鈴木俊光，葛　漢彬，岩田勝成，速水　景（2011）：溶接ビード仕上げ性状が鋼厚肉部材の延性き裂発生に及ぼす影響に関する実験的研究，鋼構造論文集，Vol.18, No.71, pp.43-53, 2011年9月．
  59. 陳渓，葛　漢彬（2011）：せん断パネルダンパーによる鋼アーチ橋の耐震性向上及びせん断パネルダンパーの要求性能に関する研究，構造工学論文集，Vol.57A，pp.514-527，2011年3月．
  60. 鈴木俊光，葛　漢彬，小野恵亮（2011）：完全溶け込み溶接部に未溶着を有する鋼厚肉部材の延性き裂発生に関する実験的研究，構造工学論文集，Vol.57A，pp.479-489，2011年3月．
  61. Chen, X., Ge, H.B., and Usami, T. (2011): Seismic Demand of Buckling-Restrained Braces Installed in Steel Arch Bridges Under Repeated Earthquakes, Journal of Earthquake and Tsunami, Vol.5, No.2, pp.119-150, 2011.　
  62. Ge, H.B. and Luo, X.Q. (2011): A Seismic Performance Evaluation Method for Steel Structures against Local Buckling and Extra-Low Cycle Fatigue, Journal of Earthquake and Tsunami, Vol.5, No.2, pp.83-99, 2011.　
  63. Ge, H.B., Chen, X., and Matsui, N. (2011): Seismic Demand on Shear Panel Dampers Installed in Steel Framed Bridge Pier Structures, Journal of Earthquake Engineering, Vol.15, Issue 3, pp.339-361.　　
  64. 鈴木俊光，葛　漢彬，小野恵亮（2010）：未溶着を有する鋼厚肉部材の延性き裂発生評価に関する解析的検討，土木学会論文集A1（構造・地震工学）【特】地震工学論文集，Vol.66，No.1，pp.148-161，2010年 12月．
  65. Ji, B.H., Chen, D.H., Xu, S.L., Ge, H.B., and Ma, L. (2010): Check Method for Seismic Performances of Single-Column Type Steel Piers, Journal of Hohai University (Natural Sciences), Vol. 38, No. 4, pp.436-441, 2010 (in Chinese).
  66. Luo, X.Q., Ge, H.B. and Usami, T. (2010): Dynamic Numerical Simulation of Steel Frame-Typed Piers Installed with SMA Damping Devices Based on Multi-linear One Dimensional Constitutive Model, Int. J. of Advanced Steel Construction, Vol. 6, No. 2, pp.722-741, 2010.
  67. 葛　漢彬，金子恵介，宇佐美 勉（2010）：高機能補剛せん断パネルダンパーの繰り返し弾塑性挙動と復元力モデルに関する研究，構造工学論文集，Vol.56A，pp.522-532，2010年3月．
  68. 葛　漢彬，藤江　渉，岩田勝成（2010）：ランダムな繰り返し載荷を受ける鋼製橋脚の延性き裂発生・進展挙動及び照査法の検証，構造工学論文集，Vol.56A，pp.342-355，2010年3月．
  69. Luo, X.Q., Ge, H.B. and Usami, T.: Parametric study on damage control design of SMA dampers in frame-typed steel piers, Front. Archit. Civ. Eng., Vol. 3, No. 4, pp.384-394, 2009.
  70. 葛　漢彬，藤江　渉，津村康裕（2009）：鋼製橋脚の延性き裂照査法の開発に関する一検討，地震工学論文集，Vol.30，pp.368-377, 2009年11月．
  71. Kawashima, K., Takahashi, Y., Ge, H. B., Wu, Z.S. and Zhang J.D. (2009): Reconnaissance Report on Damage of Bridges in 2008 Wenchuan, China Earthquake, Journal of Earthquake Engineering, Vol.13, No.7, pp. 965-996.
  72. 川島　一彦，高橋　良和，葛　漢彬，呉　智深，張　建東（2009）：2008年四川汶川地震による橋梁の被害，土木学会論文集A，Vol.65, No.3, pp.825-843，2009年9月．
  73. Usami, T. and Ge, H.B. (2009): A Performance-based Seismic Design Methodology for Steel Bridge Systems, Journal of Earthquake and Tsunami, Vol.3, No.3, pp.175-193, 2009.
  74. 葛　漢彬，藤江　渉，田島　僚（2009）：鋼構造物の延性き裂発生の評価法の実験データによる検証，構造工学論文集，Vol.55A，pp.617-628，2009年3月．
  75. 葛　漢彬，津村康裕（2009）：鋼製厚肉断面橋脚における延性き裂発生の評価に関する実験的および解析的研究，構造工学論文集，Vol.55A，pp.605-616，2009年3月．
  76. Gao, S.B. and Ge, H.B. (2008): Applicable Range of Steel Constitutive Models Under Cyclic Load, China Journal of Highway and Transport, Vol.21, No. 6, pp.69-76 (in Chinese).
  77. Chen, Z. Y., Ge, H. B., Usami, T. and Yuan, Y. (2008): Parametric Study on the Hysteretic Behavior of Shear Panel Dampers, China Civil Engineering Journal, Vol.41, No.11, pp.13-17 (in Chinese).
  78. Chen, Z. Y., Ge, H. B. and Usami, T. (2008): Analysis and Design of Steel Bridge Structures with Energy Absorption Members, Int. J. of Advanced Steel Construction, Vol.4, No.3, pp.173-183.
  79. 小池洋平，谷中聡久，宇佐美勉，葛　漢彬，尾下里治，佐合大，鵜野禎史（2008）：高機能補剛せん断パネル型ダンパーの開発に関する実験的研究，構造工学論文集，Vol.54A，pp.372-381，2008年3月．
  80. Ge, H.B., Kawahito, M. and Ohashi, M. (2007): Ultimate Strains of Structural Steels Against Ductile Crack Initiation, Structural Eng./Earthquake Eng., JSCE, Vol.24, No.1, pp.13s-22s, 2007.11.
  81. 馬　翔，宇佐美勉，葛　漢彬（2007）：繰り返し荷重を受ける鋼Ｈ形断面部材の非弾性挙動に関する基礎的研究，土木学会論文集A，Vol.63, No.4, pp.673-684，2007年10月.
  82. Gao, S. B. and Ge, H. B. (2007): Numerical Simulation of Hollow and Concrete-filled Steel Columns, Int. J. of Advanced Steel Construction, Vol.3, No.3, pp.668-678, 2007.9.
  83. Chen, Z. Y., Ge, H. B., Kasai, A. and Usami T. (2007): Simplified Seismic Design Approach for Steel Portal Frame Piers with Hysteretic Dampers, Earthquake Engrg. and Struct. Dyn., Vol.36, No.4, pp.541-562.
  84. Chen, Z. Y., Ge, H. B. and Usami T. (2007): Study on Seismic Performance Upgrading for Steel Bridge Structures by Introducing Energy-Dissipation Members, J. Structural Eng., JSCE，Vol.53A，pp.540-549，2007年3月．
  85. 葛　漢彬，大橋正稔，田島　僚（2007）：鋼製厚肉断面橋脚における延性き裂の発生とその進展に関する実験的研究，構造工学論文集，Vol.53A，pp.493-502，2007年3月．
  86. Chen, Z. Y., Ge, H. B. and Usami T. (2006): Numerical Study on Development of Hysteretic Model for Stiffened Steel Shear Panel Dampers, 構造工学論文集，Vol.52A，pp.573-582.
  87. Chen, Z. Y., Ge, H. B. and Usami T. (2006): Hysteretic Model of Stiffened Shear Panel Dampers, J. Structural Engineering, ASCE, Vol.132, No.3, pp.478-483.
  88. 葛　漢彬，川人麻紀夫，大橋正稔（2005）：鋼材の延性き裂発生の限界ひずみに関する基礎的研究，土木学会地震工学論文集，Vol.28，論文番号No.190，2005年8月．
  89. 葛　漢彬，日沖堅治，宇佐美勉（2005）：鋼アーチ橋に設置した座屈拘束ブレースの応答値，土木学会地震工学論文集，Vol.28，論文番号No.136，2005年8月．
  90. 葛　漢彬，路　志浩，宇佐美勉（2005）：鋼橋の耐震性能照査法に関する一考察，橋梁と基礎，Vol.39，No.5，pp.37-43，2005年5月．
  91. Usami T., Lu Z.H., and Ge H.B. (2005): A Seismic Retrofit Strategy for Steel Arch Bridges using Buckling-Restrained Braces, Earthquake Engrg. and Struct. Dyn., Vol. 34, pp.471-496.
  92. Lu, Z.H., Usami, T., and Ge, H.B.(2004): Seismic Design of Steel Arch Bridges against Major Earthquakes. Part 2: Simplified Seismic Performance Verification Procedure, Earthquake Engrg. and Struct. Dyn., Vol. 33, pp.1355-1372.
  93. Usami, T., Lu, Z.H., Ge, H.B., and Kono, T. (2004): Seismic Design of Steel Arch Bridges against Major Earthquakes. Part 1: Dynamic Analysis Approach, Earthquake Engrg. and Struct. Dyn., Vol. 33, pp.1337-1354.
  94. Lu Z.H., Ge H.B., and Usami T. (2004): Applicability of Pushover Analysis - Based Seismic Performance Evaluation Procedure for Steel arch Bridges. Engineering Structures, Vol. 26, pp.1957-1977.
  95. 宇佐美勉，葛　漢彬，日沖堅治，路　志浩，河野　豪（2004）：制震ダンパーによる鋼アーチ橋の耐震性向上－橋軸直角方向地震動に対する検討－，土木学会論文集，No.766/I-68, pp.245-261.
  96. 葛　漢彬，河野豪，宇佐美勉（2004）：圧縮と曲げを受ける鋼部材セグメントの終局ひずみと鋼アーチ橋の動的耐震照査法への応用，構造工学論文集，Vol.50A，pp.1479-1488.
  97. 葛　漢彬，渡辺俊輔，宇佐美勉，青木徹彦（2003）：面外繰り返し水平力を受ける逆L形鋼製箱形断面橋脚の耐震性能に関する解析的研究，土木学会論文集，No.738/I-64, pp.207-218.
  98. Zheng, Y., Usami, T., and Ge, H.B. (2003): Seismic Response Predictions of Multi-Span Steel Bridges through Pushover Analysis. Earthquake Engrg. and Struct. Dyn. 32, pp.1259-1274.
  99. Ge, H. B., K.A.S. Susantha, Satake Y. and Usami, T. (2003): Seismic Demand Prediction of Concrete-filled Steel Box Columns, Engineering Structures, Vol.25, No.3, pp.337-345.
  100. 青木徹彦，鈴木真一，渡辺俊輔，鈴木森晶，宇佐美 勉，葛  漢彬(2003): 面外繰り返し水平力を受ける逆Ｌ形鋼製箱形断面橋脚の強度と変形能に関する実験的研究，土木学会論文集，No.724/I-62, pp.213-223.
  101. Praween Chusilp, Usami, T., Ge, H. B., Maeno, H. and Aoki, T. (2002): Cyclic Shear Behavior of Steel Box Girders: Experiment and Analysis. Earthquake Engineering and Structural Dynamics, 31, pp.1993-2014.
  102. 前野裕文，森下宣明，葛　漢彬，青木徹彦，高野光史，吉光 友雄(2002): コンクリートを柱基部に部分充填した長方形断面鋼製橋脚の耐震照査，構造工学論文集，土木学会，Vol.48A, pp.667-674.
  103. 葛　漢彬，K.A.S. Susantha，佐竹洋一，宇佐美勉(2002): コンクリート部分充填鋼製橋脚の地震応答推定手法の検証に関する解析的研究，構造工学論文集，土木学会，Vol.48A, pp.675-682.
  104. Praween Chusilp，葛　漢彬，宇佐美勉(2002): せん断力を受ける補剛箱形断面鋼部材の強度と変形能に関する解析的研究，構造工学論文集，土木学会，Vol.48A, pp.657-666.
  105. Susantha, K. A. S., Ge, H. B. and Usami, T. (2002): Cyclic Analysis and Capacity Prediction of Concrete-Filled Steel Columns, Earthquake Engineering and Structural Dynamics, Vol.31, No.2, pp.195-216.
  106. Susantha, K. A. S., Ge, H. B. and Usami, T. (2001): Uniaxial Stress-Strain Relationship of Concrete Confined by Various Shaped Steel Tubes, Engineering Structures, Vol.23, No.10, pp.1331-1347.
  107. Susantha, K. A. S., Ge, H. B. and Usami, T. (2001): A Capacity Prediction Method for Concrete-Filled Steel Columns, J. of Earthquake Engineering., Vol.5, No.4, pp.483-520.
  108. Susantha, K. A. S., Ge, H. B. and Usami, T. (2001): Confinement Evaluation of Box Shaped Concrete-Filled Steel Columns, Steel & Composite Structures, Vol.1, No.3, pp.313-328.
  109. 葛　漢彬，浅田秀史，K.A.S. Susantha，宇佐美　勉(2001)：薄肉及び厚肉断面を有するコンクリート部分充填鋼製橋脚の統一的耐震照査法，構造工学論文集，土木学会，Vol.47A, pp.783-792.
  110. Usami, T., Zheng, Y. and Ge, H. B. (2001): Seismic design method for thin-walled steel frame structures, J. Structural Engineering, ASCE, Vol.127, No.2, pp.137-144.
  111. Usami, T., Gao, S. B. and Ge, H. B., (2000): Stiffened steel box columns. Part 2: ductility Evaluation, Earthquake Engineering and Structural Dynamics, Vol.29, No.11, pp.1707-1722.
  112. Ge, H. B., Gao, S. B. and Usami, T. (2000): Stiffened steel box columns. Part 1: cyclic behavior, Earthquake Engineering and Structural Dynamics, Vol.29, No.11, pp.1691-1706.
  113. Zheng, Y., Usami, T. and Ge, H. B. (2000): Ductility evaluation procedure for thin-walled steel structures, J. Structural Engineering, ASCE, Vol.126, No.11, pp.1312-1319.
  114. Zheng, Y., Usami, T. and Ge, H. B. (2000): Ductility of thin-walled steel box stub-columns. J. Structural Engineering, ASCE, Vol.126, No.11, pp. 1304-1311.
  115. Gao, S. B., Usami, T. and Ge, H. B. (2000): Eccentrically loaded steel columns under cyclic out-of-plane transverse loading, J. Structural Engineering, ASCE, Vol.126, No.8, pp.974-981.
  116. Gao, S. B., Usami, T. and Ge, H. B. (2000): Eccentrically loaded steel columns under cyclic in-plane loading, J. Structural Engineering, ASCE, Vol.126, No.8, pp.964-973.
  117. 葛　漢彬，高　聖彬，宇佐美勉(2000)：鉛直荷重が偏心して作用する鋼製橋脚の繰り返し弾塑性挙動に関する数値解析的研究，土木学会論文集，No.654/I-52, pp.271-284.
  118. 葛　漢彬，宇佐美勉，高　聖彬(2000)：鋼製補剛箱形断面橋脚の繰り返し弾塑性挙動に関する解析的研究，構造工学論文集，土木学会，Vol.46A, pp.109-118.
  119. Usami, T., Gao, S. B. and Ge, H. B. (2000): Elastoplastic analysis of steel members and frames subjected to cyclic loading, Engineering Structures, Vol.22, No. 2, pp.135-145.
  120. Usami, T., Zheng, Y. and Ge, H. B. (2000): Recent research developments in stability and ductility of steel bridge structures (general report), J. Constructional Steel Research, Vol.55, pp.183-209.
  121. 宇佐美勉，鄭　沂，葛　漢彬(1999)：Pushover解析と等価１自由度モデルによる鋼製ラーメン橋脚の耐震設計法，土木学会論文集，No.626/I-48, pp.231-240.
  122. 渡辺智彦，葛　漢彬，宇佐美勉(1999)：繰り返し荷重を受ける補剛板の強度と変形能に関する解析的研究，構造工学論文集，土木学会，Vol.45A, pp.185-195.
  123. Usami, T. and Ge, H. B. (1998): Cyclic behavior of thin-walled steel structures - numerical analysis, Thin-Walled Structures, Vol.32, pp.41-80.
  124. 葛　漢彬，高　聖彬，宇佐美勉(1998)：鋼構造物の繰り返し弾塑性解析用構成則の実験データによる検証，構造工学論文集，土木学会，Vol.44A, pp.201-210.
  125. 前野裕文，宇佐美勉，葛　漢彬，岡本　隆，水谷慎吾，魚井啓次(1998)：コンクリート部分充填鋼製八角形断面橋脚の強度と変形能に関する実験的研究，構造工学論文集，土木学会，Vol.44A, pp.189-199.
  126. 天野麻衣，葛西　昭，宇佐美勉，葛　漢彬，岡本真悟，前野裕文(1998)：コンクリート部分充填鋼製橋脚の弾塑性挙動に関する実験的及び解析的研究，構造工学論文集，土木学会，Vol.44A, pp.179-188.
  127. Gao, S., Usami, T. and Ge, H. B. (1998): Ductility evaluation of steel bridge piers with pipe-sections, J. Engineering Mechanics, ASCE, Vol.124, No.3, pp.260-267.
  128. Gao, S., Usami, T. and Ge, H. B. (1998): Ductility of steel short cylinders in compression and bending, J. Engineering Mechanics, ASCE, Vol.124, No.2, pp.176-183.
  129. 葛　漢彬，高　聖彬，宇佐美勉，松村寿男(1997)：鋼製パイプ断面橋脚の繰り返し弾塑性挙動に関する数値解析的研究，土木学会論文集，No.561/I-41, pp.181-190.
  130. 葛西　昭，葛　漢彬，宇佐美勉(1997)：コンクリート部分充填鋼製橋脚の耐震性能，橋梁と基礎，Vol.31, No.9, pp.23-29.
  131. Usami, T., Ge, H. B. and Saizuka, K. (1997): Behavior of partially concrete-filled steel bridge piers under cyclic and dynamic loading, J. Constructional Steel Research, Vol.41, No.2/3, pp.121-136.
  132. Ge, H. B. and Usami, T. (1996): Cyclic tests of concrete-filled steel box columns, J. Structural Engineering, ASCE, Vol.122, No.10, pp.1169-1177.
  133. Ge, H. B. and Usami, T. (1996): Ultimate strength of steel outstands in compression, J. Structural Engineering, ASCE, Vol.122, No.5, pp.573-578.
  134. 宇佐美勉，葛　漢彬(1996)：薄板集成短柱の強度推定法，構造工学論文集，土木学会，Vol.42A, pp.171-178.
  135. 宇佐美勉，鈴木森晶，Iraj H. P. Mamaghani，葛　漢彬(1995)：コンクリートを部分的に充填した鋼製橋脚の地震時保有水平耐力照査法の提案，土木学会論文集，No.525/I-33,  pp.69-82.
  136. 葛　漢彬，宇佐美勉，織田博孝(1995)：局部座屈を考慮した無補剛箱形断面短柱のモーメントー軸力－曲率関係の定式化，土木学会論文集，No.519/I-32, pp.79-87.
  137. 葛　漢彬，宇佐美勉(1995)：コンクリートを部分的に充填した鋼箱形断面柱の終局強度と変形能に関する解析的研究，土木学会論文集，No.508/I-31, pp.77-88.
  138. Ge, H. B. and Usami, T. (1994): Strength Analysis of Concrete-Filled Thin-Walled Steel Box Columns, J. Constructional Steel Research, 30, pp.259-281.
  139. Usami, T. and Ge, H. B. (1994): Ductility of Concrete-Filled Thin-Walled Steel Box Columns under Cyclic Loading, J. Structural Engineering, ASCE, 120(7), pp.2021-2040.
  140. 葛　漢彬，宇佐美勉，戸谷和彦(1994)：繰り返し荷重を受けるコンクリート充填鋼柱の強度と変形能に関する研究，構造工学論文集，Vol.40A, pp.163-176.
  141. 宇佐美勉，葛　漢彬，水谷慎吾(1993)：コンクリートを部分的に充填した無補剛箱形鋼柱の繰り返し弾塑性挙動，構造工学論文集，Vol.39A, pp.249-262.
  142. Ge, H. B. and Usami, T. (1992): Strength of Concrete-Filled Steel Thin-Walled Box Columns: Experiment, J. Structural Engineering, ASCE, 118(11), pp.3036-3054.
  143. 葛　漢彬，宇佐美勉，寺田昌弘(1992)：コンクリートを充填した鋼製箱形短柱の圧縮耐荷力に関する実験的および理論的研究，構造工学論文集，Vol.38A, pp.119-132.

国際会議論文（2003以後）

  

  1. Lu, Z.H., Usami, T. and Ge, H.B. (2003): Seismic performance evaluation procedure for arch bridges. Proc. 5th Int. Summer Symposium, JSCE, Tokyo, Japan, pp.153-156, 2003.7.
  2. Usami, T., Ge, H.B., Lu, Z.H., Kono, T. and Takahashi, M (2003): Inelastic behavior of 3D arch bridges against major earthquake. Proc. of International Symposium on New Perspectives for Shell and Spatial Structures (Proc. of the 7th conference in the series of Asian Pacific Conference on Shell and Spatial Structures (APCS)). The International Association for Shell and Spatial Structures (IASS), Taipei, Taiwan, 2003.10.
  3. Ge, H.B., Lu, Z.H. and Usami, T. (2004): Seismic performance upgrading of steel arch bridges using buckling-restrained braces. The 7th Pacific Steel Structure Conference (PSSC 2004), Long Beach, CA, USA, March, 2004.
  4. Lu, Z.H., Usami, T. and Ge, H.B. (2004): A simplified seismic performance evaluation procedure for steel arch bridges. Metropolitan Habitats and Infrastructure, IABSE Symposium 2004, Shanghai, China, Sept., 2004.
  5. Gao, S. B. and Ge, H. B. (2005): 3-D Inelastic Analysis of Hollow and Concrete-filled Steel Columns, Invited Paper, Proc. 4th Int. Conf. on Advances in Steel Structures, Shanghai, China, pp.555-564.
  6. Chen, Z. Y., Ge, H. B. and Usami, T. (2005): Hysteretic Performance of Shear Panel Dampers, Proc. 4th Int. Conf. on Advances in Steel Structures, Shanghai, China, pp.1223-1228.
  7. Lu, Z. H., Ge, H. B., Hioki, K., Usami T. and Aoki, T. (2005): Seismic Performance Upgrading of Steel Arch Bridges Using Brace Dampers Against Longitudinal Directional Earthquake Motions, Proc. 4th Int. Conf. on Advances in Steel Structures, Shanghai, China, pp.1241-1246.
  8. Tajima, R. and Ge, H. B. (2005): Numerical Study on Ductile Crack Initiation Strain of Steel Bridge Piers, Proc. 7th Int. Summer Symposium, JSCE, Tokyo, Japan, pp.81-84.
  9. Chen, Z. Y., Ge, H. B. and Usami, T. (2005): The Efficiency of Hysteretic Dampers Installed in Famed Bridge Structures, Proc. 7th Int. Summer Symposium, JSCE, Tokyo, Japan, pp.85-88.
  10. Usami, T. and Ge, H.B. (2005): Dynamic Behavior of Steel Arch Bridges with Buckling-restrained Braces, Proc. Eurodyna Conference, Paris, France, September, 2005, pp.1683-1688.
  11. Usami, T. and Ge, H. B. (2005): New Technology for Retrofitting Steel Bridges, Proc. ISISS, Nanjing, China, November, 2005, pp.321-334.
  12. Ge, H. B. and Usami, T. (2005): Strain-based Seismic Performance Verification Method for Steel Structures, Proc. ISISS, Nanjing, China, November, 2005, pp.1572-1583.
  13. Matsui, N. and Ge, H. B. (2006): Evaluation of Strain Concentration for Prediction of Ductile Crack Initiation in Steel Bridge Piers, Proc. 8th Int. Summer Symposium, JSCE, Nagoya, Japan, pp.31-34.
  14. Chen, Z. Y., Ge, H. B. and Usami, T. (2006): Limiting Displacement Ratio of Hysteretic Dampers Devices, Proc. 8th Int. Summer Symposium, JSCE, Nagoya, Japan, pp.35-38.
  15. Ge, H. B. and Chen, Z. Y. (2006): Seismic Performance Upgrading of Steel Structures with Shear Panel Dampers, Keynote Lecture, Proc. The Ninth International Symposium on Structural Engineering for Young Experts, August 18-21 2006, Fuzhou & Xiamen, China, pp.99-106.
  16. Usami, T. and Ge, H. B. (2006): Seismic Retrofitting Methodology for Steel Bridges with Buckling-Restrained Braces, Proc. the 10th East Asia-Pacific Conference on Structural Engineering and Construction (EASEC10), Special Session: Paper No. MS-PK-0019, Bangkok, Thai, August, 2006.
  17. Chen, Z. Y., Ge, H. B., and Usami, T. (2006): Simplified seismic design approach for hysteretic dampers incorporated in steel portal frame piers, Proc. Int. Conf. on Metal Structures, Poiana Braşov, Romania, September 20-22, 2006, pp.465-473.
  18. Ge, H. B., Chen, Z. Y., and Usami, T. (2007): Performance-based control design of steel bridge structures by introducing energy-dissipated members, Proc. China-Japan Joint Seminar on Steel and Composite Structures, Shanghai, China, January 16-17, 2007, pp.65-73.
  19. Ge, H. B. and Usami, T. (2007): Strain-based Verification Method for Seismic Design of Steel Bridge Structures, Invited Paper, Proc. 4th Int. Conf. on Urban Earthquake Eng., March 5-6 2007, Tokyo, Japan, pp.237-244.
  20. Fujie, W. and Ge, H. B. (2007): Evaluation of Ductile Crack Initiation for Steel Bridge Piers, Piers, Proc. 9th Int. Summer Symposium, JSCE, Yokohama, Japan, pp.67-70.
  21. Usami, T. and Ge, H. B. (2007): A Performance-based Seismic Design Methodology for Steel Bridge Systems, Proc. the International Symposium on Advances in Urban Safety, Nanjing, China, October 15-16, 2007.
  22. Ge, H. B. and Ohashi, M. (2007): Experimental Study on Ductile Crack Initiation in Compact Section Steel Columns, Proc. the 2nd International Conf. on Advances in Experimental Structural Engineering, Shanghai, China, December 4-6, 2007.
  23. Usami, T. and Ge, H. B. (2007): Strain-based Seismic Verification Method for Steel Bridge Structures, Proc. the 8th Pacific Conference on Earthquake Engineering, Singapore, December 5-7, 2007.
  24. Chen, X., Ge, H. B. and Matsui, N. (2008): Demand of Shear Panel Dampers for Passive Energy Dissipation, Proc. of The 10th International Summer Symposium, JSCE, September 18, 2008, Tokyo, Japan, pp.33-36.
  25. Usami, T., Ge, H. B. and Kasai, A. (2008): Overall Buckling Prevention Condition of Buckling-Restrained Braces as a Structural Control Damper, Proc. the 14th World Conference on Earthquake Engineering, Beijing, China, October 12-17, Paper No.05-05-0128.
  26. Ge, H. B., Kaneko, K. and Usami, T. (2008): Capacity of Stiffened Steel Shear Panels as a Structural Control Damper, Proc. the 14th World Conference on Earthquake Engineering, Beijing, China, October 12-17, Paper No.05-05-0129.
  27. Luo, X.Q., Ge, H. B. and Usami, T. (2009): Parametric Study on Damage Control Design of SMA Dampers in Steel Frames, Computational Structural Engineering, edited by Y. Yuan, J. Cui and H. A. Mang, Springer, pp.863-869 (Proc. the International Conference on Computational Structural Engineering, Shanghai, China, 22-24 June, 2009).
  28. Usami, T., Ge, H. B. and K.A.S. Susantha (2009): Capacity and Demand Prediction Methods for Steel-Concrete Composite Columns under Severe Earthquakes, Proc. the 9th International Conference on Steel Concrete Composite and Hybrid Structures, Leeds, UK, 8-10 July, 2009, pp.411-416.
  29. Chen, X., Ge, H. B. and Itoh, Y. (2009): Demand of Shear Panel Dampers in Multiple Earthquakes, Proc. the 9th International Conference on Steel Concrete Composite and Hybrid Structures, Leeds, UK, 8-10 July, 2009, pp.437-442.
  30. Usami, T., Ge, H. B. and Luo, X.Q. (2009); High-Performance Buckling Restrained Brace Dampers for Bridge Engineering, Proc. of the 10th Japan-Korea Joint Seminar on Steel Bridges，Nagasaki，Japan.
  31. Usami, T., Ge, H. B. and Luo, X.Q. (2009): Experimental and Analytical Study on High-Performance Buckling Restrained Brace Dampers for Bridge Engineering, Proc. the 3th International Conference on Advances in Experimental Structural Engineering, San Francisco, USA, Oct. 15-16, CD-ROM.
  32. Ge, H.B.(2009): Required Seismic Demand of Shear Panel Dampers Applied in Steel Structures, Invited Lecture，Proc. the 3rd International Symposium on Innovation & Sustainability of Structures in Civil Engineering, South China University of Technology, Guangzhou, China, Nov. 28-30, pp.38-46.
  33. Ge, H. B. and Luo, X.Q. (2010): A Seismic Performance Evaluation Method for Steel Structures against Local Buckling and Extra-Low Cycle Fatigue, Proc. the 2nd International Symposium on Advances in Urban Safety Conference, Kobe, Japan, March 27-29, pp.277-287.
  34. Chen, X., Ge, H. B. and Usami, T. (2010): Required Capacity for Buckling-Restrained Braces Installed in Steel Arch Bridges under Repeated Earthquakes, Proc. the 2nd International Symposium on Advances in Urban Safety Conference, Kobe, Japan, March 27-29, pp.299-308.
  35. Jiang, Z., Ji, B., Ge, H.B. and Maeno, H. (2010): Case Studies on Repairing and Strengthening for Steel Bridges, Proc. the 7th International Cable Supported Bridge Operators' Conference, Zhenjiang, China, May 18-20, pp.183-191
  36. Jiang, Z., Ji, B., Ge, H.B. and Maeno, H. (2010): Repairing and Strengthening New Technology for Steel Bridges, Proc. the International Symposium on Maintenance New Technologies for Long-Span Bridges, Nanjing, China, May 19-21, pp.1-7.
  37. Ge, H.B. and Usami, T. (2010): High-Performance Buckling Restrained Brace Dampers for Bridges, Proc. the International Symposium on Maintenance New Technologies for Long-Span Bridges, Nanjing, China, May 19-21, pp.8-14.
  38. Suzuki, T. and Ge, H.B. (2010): Damage Index-Based Evaluation method for Steel Bridge Structures against Extra-Low Cycle fatigue, Proc. the International Symposium on Maintenance New Technologies for Long-Span Bridges, Nanjing, China, May 19-21, pp.15-21.
  39. Suzuki, T., Luo, X.Q., Ge, H.B. and Usami, T. (2010): A Seismic Verification Method for Steel Bridge Structures against Local Buckling and Ductile Crack Initiation, Proc. 9th Pacific Structural Steel Conference, Beijing, China, October 19-22, pp.1209-1215.
  40. Ge, H. B. and Gao, Q.X. (2011): Seismic Demand of Shear Panel Dampers under Repeated Earthquakes, Proc. of the 2011 International Conference on Civil Engineering and Building Materials (CEBM 2011), Kunming, China, July 29-31, Paper No. 1691.
  41. Suzuki, T. and Ge, H. B. (2011): Cyclic Tests of Compact Sectional Steel Beam-Column Joints with Welding Defects, Proc. of the 2011 International Conference on Civil Engineering and Building Materials (CEBM 2011), Kunming, China, July, Paper No. 1692.
  42. Ge, H. B. and Kang L. (2011): Safety Margins of the Capacity of Seismic Control Dampers in Steel Bridge against Multiple Earthquakes, Proc. the 4th International Symposium on Innovation & Sustainability of Structures in Civil Engineering, Xiamen University, Xiamen, China, Oct. 28-30, pp.23-29, 2011.
  43. Li, Z.X., Huang, X., Usami, T. and Ge, H.B. (2012): Water-Bridge Pier Dynamic Interaction of Bridges in Deep Water under Earthquake Excitation, Proceedings of The International Workshop on Advances in Seismic Experiments and Computations (ASEC2012), Nagoya, Japan, March 12-13, pp.38-51, 2012.
  44. Suzuki, T., Hayami, K. and Ge, H.B. (2012): Extremely Low Cycle Fatigue Tests of Steel Beam-Column Members with Welding Defects, Proceedings of The International Workshop on Advances in Seismic Experiments and Computations (ASEC2012), Nagoya, Japan, March 12-13, pp.229-236, 2012.
  45. Kang, L., Ge, H.B. and Li, Z.X.(2012): Some Key Issues on Non-Replacement of Seismic Dampers in Bridge Structures under Multiple Earthquakes: Case Study of SPD in a Steel Arch Bridge, Proceedings of The International Workshop on Advances in Seismic Experiments and Computations (ASEC2012), Nagoya, Japan, March 12-13, pp.262-273, 2012.
  46. Hada, S. and Ge, H.B. (2012): Experimental Study on Seismic Performance of Steel Members with Welding Defects -Effects of fillet radius and weld defect width on ductile crack initiation and growth in thick walled steel members with a root gap-, Proc. of 2nd China-Japan Civil Engineering Student Workshop, Nanjing, China, Feb. 29, pp.1-4, 2012.
  47. Mori, S. and Ge, H.B. (2012): Analytical Study on Seismic Performance of Steel Members with Welding Defects - Effect of fillet radius on ductile crack initiation of thick-walled steel members -, Proc. of 2nd China-Japan Civil Engineering Student Workshop, Nanjing, China, Feb. 29, pp.5-8, 2012.
  48. Kang, L. and Ge, H.B. (2012): A Prediction Model for Ductile Fracture of Steel Bridge Piers, Proc. the 15th World Conference on Earthquake Engineering, Lisbon, Portugal, September 24-28, Paper No.5020.
  49. Zhang, J.D., Ge, H.B. and Wang, C.Q. (2012): Evaluation of Strength and Ductility of Thin-walled Stiffened Box Sectional Steel Bridge Piers Using Fiber Model, Proc. 2012 International Conference on Vibration, Structural Engineering and Measurement （ICVSEM2012）, Shanghai, China, October 19-21.
  50. Kang, L., Ge, H.B. and Mori, S. (2012): A Simplified Method for Evaluating Ductile Crack Initiation in Steel Bridge Structures Subjected to Earthquake Loading, Proc. the First International Symposium on Earthquake Engineering, JAEE, pp.417-426.
  51. Ge, H.B., Kang, L. and Hayami, K. (2012): Recent Research Developments in Ductile Fracture of Steel Bridge Structures, Proc. the 12th International Symposium on Structural Engineering, Wuhan, China, November 17-19, Vol.I, pp.61-77.
  52. Kang, L., Ge, H.B. and Hada, S.: Experimental and Analytical Studies on Torsion of BRBs, Proc. the 12th International Symposium on Structural Engineering, Wuhan, China, November 17-19, Vol. II, pp.1031-1038.
  53. Liang, R., Wu, J., Ge, H.B. and Lei, X. (2012): The Hysteretic Characteristic with P-Δ Effect and Influence on The Collapse Resistance Capacity of Structure under Earthquakes, Proc. the 12th International Symposium on Structural Engineering, Wuhan, China, November 17-19, pp.1170-1179.
  54. Chen, Q., Li, T., Wang, C.L., Meng, S.P. and Ge, H.B. (2012): Experimental Evaluation on Performance of All-Steel BRBs, Proc. the 12th International Symposium on Structural Engineering, Wuhan, China, November 17-19, pp.1644-1650.
  55. Li, T., Chen, Q., Wang, C.L., Wu, J. and Ge, H.B. (2012): Experimental and Analytical Studies on Torsion of BRBs, Proc. the 12th International Symposium on Structural Engineering, Wuhan, China, November 17-19, pp.1651-1655.
  56. Magoshi, K., Kang, L., Ge, H.B., Nonaka, T., Harada, T. and Murakami, K.(2012): An Evaluation Method for Large Drifting Object-Bridge Collision during Tsunami, Proc. the 3rd International Symposium on Advances in Urban Safety Conference, Nanjing, China, Nov. 24-25, CD-ROM.
  57. Mori, S. and Ge, H.B. (2013): A Simplified Method for Evaluating Ductile Crack Initiation in Steel Bridge Structures, Proc. of 3rd China-Japan Civil Engineering Student Workshop, Nanjing, China.
  58. Maruyama, R. and Ge, H.B. (2013): Reduction of Residual Displacement of Frame-typed Steel Piers by Introducing SMA Dampers, Proc. of 3rd China-Japan Civil Engineering Student Workshop, Nanjing, China.
  59. Ge, H.B., Kang, L. and Maruyama, R. (2013): Ductility Evaluation Formula for Thin‐walled Steel Structures Made of High Strength Structural Steel SM570, Proc. the 5th International Symposium on Innovation & Sustainability of Structures in Civil Engineering, Harbin Institute of Technology, Harbin, China, July 6-7, pp.359-364.
  60. Maruyama, R., Ge, H.B. and Luo, X.Q. (2013): Damage Free Design of Steel Structures Using Seismic Dampers, Proc. 10th Pacific Structural Steel Conference, Singapore, October 8-11, pp.745-750.
  61.  Ge, H.B., Kang, L. and Hada, S. (2013): Effect of Fillet Radius Size on Ductile Fracture of Steel Beam-column Connection with Large Welding Defects, Proc. 5th International Conference on Advances in Experimental Structural Engineering, Taipei, Taiwan, Nov. 8-9, Vol.2, pp.372-379. 
  62. Maruyama, R. and Ge, H.B. (2014): Seismic Design of Three-Segmental Stepped Steel Bridge Piers with Stiffened Box Sections, Proc. of 4th China-Japan Civil Engineering Student Workshop, Nanjing, China, March.
  63. Jia，L.J. and Ge, H.B. (2014): Ductile Fracture of Structural Steels under Cyclic Large Strain Loading, Proc. of 4th China-Japan Civil Engineering Student Workshop, Nanjing, China, March.
  64. Kato，H. and Ge, H.B. (2014): Developing BRRP Seismic Dampers, Proc. of 4th China-Japan Civil Engineering Student Workshop, Nanjing, China, March.
  65. Kato，T. and Ge, H.B. (2014): Experiment and Analysis of Welded Structural Steels under Monotonic Loading, Proc. of 4th China-Japan Civil Engineering Student Workshop, Nanjing, China, March.
  66. Jia, L.J., Kato, T. and Ge, H.B. (2014): Ductile Cracking Simulation of Butt Weld in Steel Structures under Monotonic Tension, Proc. the 13th International Symposium on Structural Engineering, Hefei, China, Oct. 24-27, pp.1778-1787.
  67. Ge, H.B. and Jia, L.J.(2015): Research and Application of High Performance Steels in Japan, Proc. the 2015 Taiwan Seminar on Earthquake Resistant Steel Structures, Taipei, Taiwan, March 20, pp.1-12.
  68. Jia, L.J., Ge, H.B., Maruyama, R., and Shinohara, K.(2015): Seismic Performance of A New Type Fish-Bone BRB: An experimental study, Proc. the 8th International Conference on Behavior of Steel Structures in Seismic Areas, Shanghai, China, July 1-3, 2015, pp.1229-1236.
  69. Kang, L. and Ge, H.B. (2015): Three-Stage and Two-Parameter Ductile Fracture Model for Welded Structural Steels, Keynote Lecture，Proc. the 6th International Symposium on Innovation & Sustainability of Structures in Civil Engineering, Tsinghua University, Beijing, China, July 25-26.
  70. Jia, L.J., Ge, H.B., and Liu, Y.(2016): Seismic Performance of Fish-bone BRBs with Different Configurations, Proc. the 14th International Symposium on Structural Engineering, Beijing, China, Oct. 13-15, pp.576-580.
  71. Gao, S.B., Chi, S., and Ge, H.B.(2016): Extremely Low-cycle Fatigue Crack Initiation Life Prediction of Thick-walled Steel Bridge Piers, Proc. the 14th International Symposium on Structural Engineering, Beijing, China, Oct. 13-15, pp.1462-1469.
  72. Kang, L. and Ge, H.B.(2016): Ductile Crack Initiation Evaluation in Steel Bridge Piers Subjected to Random Cyclic Loading, Proc. the 14th International Symposium on Structural Engineering, Beijing, China, Oct. 13-15, pp.1557-1563.
  73. Jia, L.J., Ge, H.B., and Yoshikawa, H.(2016): Proposal of A Novel Type of Perforated Buckling Restrained Braces, Proc. 11th Pacific Structural Steel Conference, Shanghai, China, Oct. 30-31, pp.855-859.
  74. Kang, L.J., Ge, H.B., and Fang, X.(2016): Influence of Stress Triaxiality, Damage Induced Softening and Mesh Size on Ductile Fracture of Structural Steels, Proc. 11th Pacific Structural Steel Conference, Shanghai, China, Oct. 30-31, pp.1088-1095.

編著書（2003年以後）

 

  1. 土木鋼構造物の動的耐震性能照査法と耐震性向上策，2003年10月，日本鋼構造協会（共著）．
  2. 座屈設計ガイドライン（改訂第２版），2005年9月，土木学会・技報堂出版（共著）．
  3. Analysis and Design of Plated Structures, 2006, Woodhead Publishing Ltd & CRC Press(共著) ．
  4. 鋼橋の耐震・制震設計ガイドライン，2006年9月，日本鋼構造協会・技報堂出版（共著）．
  5. 鋼橋の耐震設計法の概要と斜張橋への応用，2006年10月，日本鋼構造協会（共著）．
  6. 鋼・合成構造標準示方書［耐震設計編］，2008年1月，土木学会（共著）．
  7. 宇佐美勉・葛漢彬：材料力学レクチャーノート，構造・材料力学シリーズ１，2009年4月，一粒社．
  8. 宇佐美勉・伊藤義人・久保全弘・葛漢彬：構造力学レクチャーノート，構造・材料力学シリーズ２，2009年4月，一粒社．
  9. 宇佐美勉・葛漢彬：構造力学Ⅱレクチャーノート，構造・材料力学シリーズ３，2009年4月，一粒社．
  10. 宇佐美勉・葛漢彬：構造解析学レクチャーノート，構造・材料力学シリーズ４，2009年4月，一粒社．
  11. 宇佐美勉・葛漢彬：耐震工学レクチャーノート，構造・材料力学シリーズ５，2009年4月，一粒社．
  12. 鋼橋の耐震設計の信頼性と耐震性能の向上，2009年9月，日本鋼構造協会（共著）．
  13. ファイバーモデルを用いた鋼橋の動的耐震解析の現状と信頼性向上，2011年2月，日本鋼構造協会（共著）．
  14. 葛漢彬：力学基礎レクチャーノート，2013年4月，一粒書房． 

 

講演（招待講演など。2003年以後）

 

  1. Gao, S. B. and Ge, H. B. (2005): 3-D Inelastic Analysis of Hollow and Concrete-filled Steel Columns, Invited Paper, Proc. 4th Int. Conf. on Advances in Steel Structures, Shanghai, China, pp.555-564.
  2. Ge, H. B. and Chen, Z. Y. (2006): Seismic Performance Upgrading of Steel Structures with Shear Panel Dampers, Keynote Lecture, Proc. The Ninth International Symposium on Structural Engineering for Young Experts, August 18-21 2006, Fuzhou & Xiamen, China, pp.99-106.
  3. Ge, H. B. and Usami, T. (2007): Strain-based Verification Method for Seismic Design of Steel Bridge Structures, Invited Paper, Proc. 4th Int. Conf. on Urban Earthquake Eng., March 5-6 2007, Tokyo, Japan, pp.237-244.
  4. Ge, H. B. (2008): Interim Report of the Questionnaires on International Students, in Panel Discussion Session of Expectations and Assistance to International Students in Japan, 2008 JSCE Annual Meeting, September 10, 2008, Sendai, Japan.
  5. Ge, H. B., Kawashima, K., Takahashi, Y., Wu, Z.S. and Zhang J.D. (2008): Inspection Activities on Damaged Bridges in Seismic Region of Wenchuan Earthquake, Keynote Lecture, Proc. of The 10th International Summer Symposium, JSCE, September 18, 2008, Tokyo, Japan, pp.5-8.
  6. Ge, H. B., Luo, X.Q. and Usami, T. (2008): Damage Control Design of Steel Bridges in Japan, Invited Lecture, Proc. The Tenth International Symposium on Structural Engineering for Young Experts, October 19-21, 2008, Changsha, China, pp.35-46.
  7. Usami, T. and Ge, H.B.(2008): State-of-the-art Japanese Practice in Seismic Design of Steel Bridge Structures, Invited Lecture，Proc. of Japan-China Conference on Structural Steel Construction, Tokyo, Japan, pp.61-75.
  8. Usami, T. and Ge, H. B. (2009): Outline of Seismic Design Methodology in JSCE Standard Specifications for Steel and Composite Structures-2008, Invited Lecture，Proc. the 5th International Symposium on Steel Structures, Seoul, Korea, March 12-14.
  9. Ge, H. B. (2009): Required Seismic Demand of Shear Panel Dampers Applied in Steel Structures, Invited Lecture，Proc. the 3rd International Symposium on Innovation & Sustainability of Structures in Civil Engineering, South China University of Technology, China, 2009.11.
  10. Ge, H. B. and Kang L. (2011): Safety Margins of the Capacity of Seismic Control Dampers in Steel Bridge against Multiple Earthquakes, Keynote Lecture, Proc. the 4th International Symposium on Innovation & Sustainability of Structures in Civil Engineering, Xiamen University, Xiamen, China, Oct. 28-30, pp.23-29, 2011.
  11. Ge H. B. (2012): Development of High-performance Metallic Seismic Dampers, Invited Lecture, Forum on Anti-seismic Technology for Building Structures. Nanjing, China, 2012.5.
  12. Ge, H.B., Kang, L. and Hayami, K. (2012): Recent Research Developments in Ductile Fracture of Steel Bridge Structures, Proc. the 12th International Symposium on Structural Engineering, Wuhan, China, November 17-19, Vol.I, pp.61-77.
  13. Magoshi, K., Kang, L., Ge, H.B., Nonaka, T., Harada, T. and Murakami, K.(2012): An Evaluation Method for Large Drifting Object-Bridge Collision during Tsunami, Proc. the 3rd International Symposium on Advances in Urban Safety Conference, Nanjing, China, Nov. 24-25, CD-ROM.

受賞など

 

  1. 土木学会論文賞：コンクリートを部分的に充填した鋼製橋脚の地震時保有水平耐力照査法の開発に関する研究（総合題目），1995年5月．
  2. 構造工学シンポジウム論文賞，繰り返し載荷を受ける補剛板の強度と変形能に関する解析的研究，1999年4月．

 

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