GE HANBIN 葛漢彬

… Alternative Names

GE Hanbin 葛漢彬

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Researcher Number	90262873
Other IDs
External Links
Affiliation (Current)	2025: 名城大学, 理工学部, 教授
Affiliation (based on the past Project Information) *help	2009 – 2024: Meijo University, 理工学部, 教授 2007: 名古屋大学, 工学研究科, 准教授 2006: 名古屋大学, 工学研究科, 助教授 2005: 名古屋大学, 大学院工学研究科, 助教授 2003 – 2005: Nagoya Univ., Grad.School of Eng., Assoc.Professor, 大学院・工学研究科, 助教授 … More 1998 – 2003: 名古屋大学, 工学研究科, 助教授 2000: 名古屋大学, 大学院・工学研究科, 助教授 1997: 名古屋大学, 大学院・工学研究科, 助手 1997: Nagoya University, Department of Civil Engineering, Asst.Professor, 工学研究科, 助手 1994 – 1996: NAGOYA UNIVERSITY,DEPARTMENT OF CIVIL ENGINEERING,RESEARCH ASSOCIATE, 工学部, 助手 Less
Review Section/Research Field	Principal Investigator 構造工学・地震工学 / Structural engineering/Earthquake engineering/Maintenance management engineering / Basic Section 22020:Structure engineering and earthquake engineering-related Except Principal Investigator Structural engineering/Earthquake engineering/Maintenance management engineering / 構造工学・地震工学 / Basic Section 22020:Structure engineering and earthquake engineering-related
Keywords	Principal Investigator 鋼製橋脚 / 延性破壊 / 地震応答解析 / 耐震設計 / 応力三軸度 / 延性き裂 / 照査法 / 繰り返し載荷 / 鋼構造 / 強度 … More / 充填コンクリート / 破壊時塑性変位 / 鋼部材 / 破断 / き裂進展 / 溶接鋼部材 / 損傷進展エネルギー / 低応力三軸度 / 高応力三軸度 / 簡易照査法 / 低サイクル疲労 / Seismic Design Method / Loading History / Local Strain / Ultimate Strain / Structural Detail Factor / Strain Concentration / Steel Bridge / Ductile Crack / 相当塑性ひずみ / 構造ディテール / Voidの体積分率 / グローバルひずみ / 延性破壊ひずみ / エネルギー吸収 / 耐震照査法 / 載荷履歴 / 局所ひずみ / 限界ひずみ / 構造ディテール係数 / ひずみ集中現象 / 鋼製梁-柱部接合部 / 溶接仕上げ性状 / 鋼製梁ー柱隅角部 / 切欠き / 鋼製梁－柱隅角部 / 弾塑性解析 / 繰り返し載荷実験 / 耐震性能 / 脆性破壊 / 溶接欠陥 / ランダム載荷 / ファイバーモデル / シェル解析 / 弾塑性挙動 / 極低サイクル疲労 / 座屈拘束ブレース / 耐震性能向上策 / 塑性化 / 断面変形能 / 終局ひずみ / 耐震照査 / 鋼アーチ橋 / 破壊基準 / 破壊せん断ひずみ / 繰り返し解析 / 隅角部 / 鋼製ラーメン橋脚 / 応答変位 / 等価1自由度系モデル / Pushover解析 / 変形能 / 破壊 / 変位性能 / 有限変位解析 / パイプ断面 / 残留変位 / 最大変位 / 剛性低下 / 復元力モデル … More Except Principal Investigator 鋼橋 / 鋼製橋脚 / 局部座屈 / 制震 / 耐震性能 / Local Buckling / 座屈拘束ブレース / 制震ダンパー / 大地震 / 座屈 / 弾塑性有限変位解析 / Seismic Performance / 機能保持 / 低サイクル疲労 / 変形性能 / アルミニウム / 耐震補強 / 変形能 / 強度 / 耐震設計 / ひずみ照査法 / ブレース材 / 耐荷性能 / 弾塑性有限変形解析 / 面外変形 / 繰り返し載荷実験 / ねじり変形 / Steel Bridge Piers / Elasto-plastic Analysis / 繰り返し載荷 / Ductility / Buckling / 初期不整 / 高機能 / 累積塑性変形 / 耐震 / 鋼 / 破壊 / 充填コンクリート / 耐震・制震 / ブレース材システム / ２軸曲げ変形 / ２方向初期横荷重 / 複合非線形 / 繰り返し解析 / 初期横荷重法 / 余剰耐震性 / 桁橋 / 橋梁 / 機能保持性能 / 低サイクル疲労実験 / 数値解析 / 性能実験 / 鋼桁橋 / 波形鋼板 / earthauake-resistant design / seismic response analysis / buckling-restrained brace / elasto-plastic analysis / seismic performance / seismic control / local buckling / Steel Structure / 終局耐震設計法 / 弾塑性地震応答解析 / 鋼構造物 / Bi-directional loading / Cyclic Loading Test / Elasto-plastic analysis / Torsional Deformation / Steel Bridsre Pier / ハイブリッド地震応答実験 / 水平2方向載荷 / Serviceability / Out-of-plane deformation / Cyclic loading tests / Torsional deformation / 弾塑性有限変立解析 / Seismic Isolation Bearing / Residual Displacement / Cyclic Loading / Pushover Analysis / 崩壊 / 損傷度 / 逆L型橋脚 / 橋梁システム / 免震支承 / 残留変位 / Pushover解析 / Finite Element Method / M-P-phi Curve / Bridge Pier / Two-surface Model / 復元力特性 / M-P-Φ特性 / M-P-φ特性 / 繰り返し弾塑性有限変位解析 / M-P-中特性 / 修正二曲面モデル / Restoring force model / Seismic response analysis / Failure / Ultimate Strength / Seismic design / Steel bridge pier / ハイブリッド実験 / 復元力モデル / 地震応答解析 / Strength / Stepped section / Equivalent initial deflection / Stability design / Frame structure / Elastic second-order analysis / Coupled instability / 有限変位解析 / 設計 / 骨組 / 鋼構造 / 連成座屈 / 骨組構造物 / 等価初期たわみ / 弾性2次解析 / 設計法 / 自己修復型ダンパー / SMA / 自己修復 / SMA, / ダンパー / 微小損傷 / 模型実験 / 起振器 / 粒子フィルター / カルマンフィルター / 構造同定 / アトラクタ / カオス理論 / 構造工学 / 数値シミュレーション / ベイズ理論 / 遺伝的アルゴリズム / 緩和型粒子フィルター / モンテカルロフィルター / 微細損傷の同定 / カオス応答アトラクタ / 構造ヘルスモニタリング / 波形鋼板ストッパー / 進行性破壊 / シナリオ型地震動 / せん断パネルダンパー Less

断面欠損評価に要素破壊時相当塑性変位を用いた土木鋼構造物の破壊解析手法の開発Principal Investigator
- Principal Investigator
  
  葛漢彬
- Project Period (FY)
  2024 – 2026
- Research Category
  
  Grant-in-Aid for Scientific Research (C)
- Review Section
  
  Basic Section 22020:Structure engineering and earthquake engineering-related
- Research Institution
  Meijo University
Developing the extended strain-based seismic verification method for steel bridges
- Principal Investigator
  
  宇佐美勉
- Project Period (FY)
  2022 – 2024
- Research Category
  
  Grant-in-Aid for Scientific Research (C)
- Review Section
  
  Basic Section 22020:Structure engineering and earthquake engineering-related
- Research Institution
  Nagoya Industrial Science Research Institute
Development of a seismic performance verification method for steel bridges with local and global buckling as well as low-cycle fatigue of bracing members
- Principal Investigator
  
  Usami Tsutomu
- Project Period (FY)
  2019 – 2021
- Research Category
  
  Grant-in-Aid for Scientific Research (C)
- Review Section
  
  Basic Section 22020:Structure engineering and earthquake engineering-related
- Research Institution
  Nagoya Industrial Science Research Institute
Fundamental Study on Clarification of Mechanism of Ductile Fracture due to Low-cycle Fatigue in Welded Steel MembersPrincipal Investigator
- Principal Investigator
  
  Ge Hanbin
- Project Period (FY)
  2018 – 2020
- Research Category
  
  Grant-in-Aid for Scientific Research (C)
- Review Section
  
  Basic Section 22020:Structure engineering and earthquake engineering-related
- Research Institution
  Meijo University
Development of high-performance BRRP dampers for bridge structures
- Principal Investigator
  
  Usami Tsutomu
- Project Period (FY)
  2015 – 2017
- Research Category
  
  Grant-in-Aid for Scientific Research (B)
- Research Field
  
  Structural engineering/Earthquake engineering/Maintenance management engineering
- Research Institution
  Nagoya Industrial Science Research Institute
Developing An Evaluation Method for Ductile Crack Initiation in Steel Structures with Welding DefectsPrincipal Investigator
- Principal Investigator
  
  GE Hanbin
- Project Period (FY)
  2012 – 2014
- Research Category
  
  Grant-in-Aid for Scientific Research (C)
- Research Field
  
  Structural engineering/Earthquake engineering/Maintenance management engineering
- Research Institution
  Meijo University
Developing an advanced seismic design method for steel bridge structures using seismic dampers
- Principal Investigator
  
  USAMI TSUTOMU
- Project Period (FY)
  2011 – 2013
- Research Category
  
  Grant-in-Aid for Scientific Research (B)
- Research Field
  
  Structural engineering/Earthquake engineering/Maintenance management engineering
- Research Institution
  Meijo University
Development of a new structural damage detection method using chaos attractor re-composition technique
- Principal Investigator
  
  SATO Tadanobu
- Project Period (FY)
  2011 – 2013
- Research Category
  
  Grant-in-Aid for Scientific Research (C)
- Research Field
  
  Structural engineering/Earthquake engineering/Maintenance management engineering
- Research Institution
  Kobe Gakuin University
Development of self-centering high-performance seismic dampers
- Principal Investigator
  
  USAMI Tsutomu
- Project Period (FY)
  2011 – 2012
- Research Category
  
  Grant-in-Aid for Challenging Exploratory Research
- Research Field
  
  Structural engineering/Earthquake engineering/Maintenance management engineering
- Research Institution
  Meijo University
Study on Development of Ductile Failure Verification Method for Steel StructuresPrincipal Investigator
- Principal Investigator
  
  GE Hanbin
- Project Period (FY)
  2009 – 2011
- Research Category
  
  Grant-in-Aid for Scientific Research (C)
- Research Field
  
  Structural engineering/Earthquake engineering/Maintenance management engineering
- Research Institution
  Meijo University
新素材を用いた高機能制震ダンパーの開発
- Principal Investigator
  
  宇佐美勉
- Project Period (FY)
  2007 – 2008
- Research Category
  
  Grant-in-Aid for Exploratory Research
- Research Field
  
  Structural engineering/Earthquake engineering/Maintenance management engineering
- Research Institution
  Meijo University
A Study on Seismic Retrofit of Steel Bridges with Complex Dynamic Behavior by Installing Seismic Dampers
- Principal Investigator
  
  USAMI Tsutomu
- Project Period (FY)
  2006 – 2009
- Research Category
  
  Grant-in-Aid for Scientific Research (B)
- Research Field
  
  Structural engineering/Earthquake engineering/Maintenance management engineering
- Research Institution
  Meijo University
Study on Development of Seismic Design Method for Steel Structures Considering Ductile FacturePrincipal Investigator
- Principal Investigator
  
  GE Hanbin
- Project Period (FY)
  2004 – 2005
- Research Category
  
  Grant-in-Aid for Scientific Research (C)
- Research Field
  
  Structural engineering/Earthquake engineering/Maintenance management engineering
- Research Institution
  Nagoya University
A Study of Seismic Design Methods for Steel Structures installed Scarifying Members with functions
- Principal Investigator
  
  USAMI Tsutomu
- Project Period (FY)
  2003 – 2005
- Research Category
  
  Grant-in-Aid for Scientific Research (B)
- Research Field
  
  Structural engineering/Earthquake engineering/Maintenance management engineering
- Research Institution
  Nagoya University
鋼アーチ橋の耐震性能照査法の開発に関する解析的研究Principal Investigator
- Principal Investigator
  
  葛漢彬
- Project Period (FY)
  2002 – 2003
- Research Category
  
  Grant-in-Aid for Young Scientists (B)
- Research Field
  
  構造工学・地震工学
- Research Institution
  Nagoya University
A Study of Pseudo Dynamic Tests and Seismic Design methods for Steel Bridge Piers subjected to severe earthquake with multi directions
- Principal Investigator
  
  USAMI Tsutomu
- Project Period (FY)
  2001 – 2003
- Research Category
  
  Grant-in-Aid for Scientific Research (B)
- Research Field
  
  構造工学・地震工学
- Research Institution
  Nagoya University
鋼製ラーメン橋脚の地震時保有水平耐力照査法の開発に関する研究Principal Investigator
- Principal Investigator
  
  葛漢彬
- Project Period (FY)
  2000 – 2001
- Research Category
  
  Grant-in-Aid for Encouragement of Young Scientists (A)
- Research Field
  
  構造工学・地震工学
- Research Institution
  Nagoya University
A Study of Estimation for Steel Bridge Piers considering torsion effects
- Principal Investigator
  
  USAMI Tsutomu
- Project Period (FY)
  2000 – 2002
- Research Category
  
  Grant-in-Aid for Scientific Research (B)
- Research Field
  
  構造工学・地震工学
- Research Institution
  Nagoya University
A Study of Development for Steel Bridge Piers by the Upgrading of a Pseudodynamic Tests
- Principal Investigator
  
  USAMI Tsutomu
- Project Period (FY)
  1998 – 2000
- Research Category
  
  Grant-in-Aid for Scientific Research (B).
- Research Field
  
  構造工学・地震工学
- Research Institution
  Nagoya University
コンクリート部分充填鋼製パイプ断面橋脚の地震時保有水平耐力照査法の開発Principal Investigator
- Principal Investigator
  
  葛漢彬
- Project Period (FY)
  1996
- Research Category
  
  Grant-in-Aid for Encouragement of Young Scientists (A)
- Research Field
  
  構造工学・地震工学
- Research Institution
  Nagoya University
Analytical Study on Cyclic Behavior of Steel Bridge Pier with Two-Surface Model
- Principal Investigator
  
  MIZUNO Eiji
- Project Period (FY)
  1996 – 1997
- Research Category
  
  Grant-in-Aid for Scientific Research (C)
- Research Field
  
  構造工学・地震工学
- Research Institution
  Nagoya University
コンクリートを部分的に充填した鋼製橋脚の強度と変形能に関する解析的研究
- Principal Investigator
  
  USAMI Tsutomu
- Project Period (FY)
  1995
- Research Category
  
  Grant-in-Aid for General Scientific Research (C)
- Research Field
  
  構造工学・地震工学
- Research Institution
  Nagoya University
コンクリート充填鋼製橋脚の弾塑性地震応答解析Principal Investigator
- Principal Investigator
  
  葛漢彬
- Project Period (FY)
  1995
- Research Category
  
  Grant-in-Aid for Encouragement of Young Scientists (A)
- Research Field
  
  構造工学・地震工学
- Research Institution
  Nagoya University
A Study on Development of Ultimate Earth quake-Resistance Design and Retrofit Methods for Steel Bridge Piers
- Principal Investigator
  
  USAMI Tsutomu
- Project Period (FY)
  1995 – 1997
- Research Category
  
  Grant-in-Aid for Scientific Research (A)
- Research Field
  
  構造工学・地震工学
- Research Institution
  Nagoya University
A STUDY ON THE DEVELOPMENT OF STABILITY DESIGN METHODS FOR STEEL FRAMES
- Principal Investigator
  
  USAMI Tsutomu
- Project Period (FY)
  1993 – 1994
- Research Category
  
  Grant-in-Aid for General Scientific Research (C)
- Research Field
  
  構造工学・地震工学
- Research Institution
  NAGOYA UNIVERSITY

[Journal Article] CYCLIC TENSION−COMPRESSION LOADING TESTS AND ANALYSES OF PIN-ENDED ISOLATED BRACING MEMBERS2023
- Author(s)
  浅野拳斗，宇佐美勉，葛漢彬，渡辺孝一
- Journal Title
  
  Japanese Journal of JSCE
  
  Volume: 79 Issue: 3 Pages: n/a
- DOI
  10.2208/jscejj.22-00098
- ISSN
  2436-6021
- Language
  Japanese
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-22K04297
[Journal Article] Tests and analyses of a type of bracing systems under cyclic lateral loading2023
- Author(s)
  浅野拳斗，宇佐美勉，葛漢彬，渡辺孝一
- Journal Title
  
  Journal of Structural Engineering, A
  
  Volume: 69A Issue: 0 Pages: 69-79
- DOI
  10.11532/structcivil.69A.69
- ISSN
  1881-820X
- Language
  Japanese
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-22K04297
[Journal Article] 座屈拘束ブレースによる鋼複弦アーチリブ構造の耐荷性能向上効果2021
- Author(s)
  宇佐美勉，吉田聡一郎，葛漢彬
- Journal Title
  
  構造工学論文集
  
  Volume: 67A Pages: 35-50
- NAID
  130008025996
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-19K04588
[Journal Article] 鋼製補剛箱形断面橋脚のPushover解析による延性き裂発生の簡易評価法に関する再検討2021
- Author(s)
  田口実季，藤江　渉，伊藤諒祐，葛　漢彬
- Journal Title
  
  鋼構造論文集
  
  Volume: 28（109） Pages: 145-154
- NAID
  40022526179
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-18K04333
[Journal Article] A STUDY ON DEVELOPING DUCTILE FRACTURE MODELFOR STRUCTURAL STEELS CONSIDERING THE INFLUENCE OF LODE ANGLE2020
- Author(s)
  劉　厳，葛　漢彬，吉田聡一郎
- Journal Title
  
  Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
  
  Volume: 76 Issue: 4 Pages: I_351-I_362
- DOI
  10.2208/jscejseee.76.4_I_351
- NAID
  130007897878
- ISSN
  2185-4653
- Language
  Japanese
- Peer Reviewed / Open Access
- Data Source
  KAKENHI-PROJECT-18K04333
[Journal Article] 繰り返し荷重を受ける鋼複弦アーチリブ構造の耐荷性能評価2020
- Author(s)
  宇佐美勉，鈴木元哉，吉田聡一郎，葛漢彬
- Journal Title
  
  構造工学論文集
  
  Volume: 66A Pages: 34-47
- NAID
  130007830360
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-19K04588
[Journal Article] 繰り返し曲げを受ける鋼部材の延性破壊メカニズムに関する実験的研究2020
- Author(s)
  吉田聡一郎，藤江　渉，賈　良玖，葛　漢彬
- Journal Title
  
  鋼構造論文集
  
  Volume: 27-105 Pages: 1-11
- NAID
  40022199066
- Peer Reviewed / Open Access / Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-18K04333
[Journal Article] 鋼製補剛箱形断面橋脚における延性き裂発生のPushover解析による評価に関する一検討2020
- Author(s)
  田口実季，藤江　渉，伊藤諒祐，葛　漢彬
- Journal Title
  
  土木学会論文集A1（構造・地震工学）
  
  Volume: 76(4) Issue: 4 Pages: I_337-I_350
- DOI
  10.2208/jscejseee.76.4_i_337
- NAID
  130007897897
- Peer Reviewed / Open Access
- Data Source
  KAKENHI-PROJECT-18K04333
[Journal Article] Ductile Crack Initiation Evaluation in Stiffened Steel Bridge Piers under Cyclic Loading2020
- Author(s)
  Fujie, W., Taguchi, M., Kang, L., Ge, H.B., and Xu, B.
- Journal Title
  
  Steel and Composite Structures
  
  Volume: 36(4) Pages: 463-480
- Peer Reviewed / Open Access / Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-18K04333
[Journal Article] 鋼橋の耐震・制震設計における「ひずみ照査法」の基本理念2019
- Author(s)
  葛漢彬,宇佐美勉
- Journal Title
  
  第22回橋梁等の耐震設計シンポジウム講演論文集
  
  Volume: 22 Pages: 281-288
- Data Source
  KAKENHI-PROJECT-19K04588
[Journal Article] A STUDY ON STRAIN CONCENTRATION MODIFICATION COEFFICIENT IN EVALUATION METHOD OF DUCTILE CRACK INITIATION FOR STIFFENED BOX-SECTIONAL STEEL BRIDGE PIERS2019
- Author(s)
  藤江　渉，田口実季，鈴木元哉，葛　漢彬
- Journal Title
  
  Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
  
  Volume: 75 Issue: 4 Pages: I_109-I_122
- DOI
  10.2208/jscejseee.75.I_109
- NAID
  130007710845
- ISSN
  2185-4653
- Language
  Japanese
- Peer Reviewed / Open Access
- Data Source
  KAKENHI-PROJECT-18K04333
[Journal Article] A STUDY ON DEVELOPING A DUCTILE FRACTURE MODEL FOR STRUCTURAL STEELS UNDER LOW STRESS TRIAXIALITY2019
- Author(s)
  劉　厳，葛　漢彬，康　瀾
- Journal Title
  
  Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
  
  Volume: 75 Issue: 4 Pages: I_333-I_344
- DOI
  10.2208/jscejseee.75.I_333
- NAID
  130007710899
- ISSN
  2185-4653
- Language
  Japanese
- Peer Reviewed / Open Access / Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-18K04333
[Journal Article] A STUDY ON ULTRA-LOW CYCLE FATIGUE BEHAVIOR OF STRUCTURAL STEELS UNDER CYCLIC COMBINED AXIAL AND FLEXURAL LOADING2019
- Author(s)
  吉田聡一郎，葛　漢彬，賈　良玖
- Journal Title
  
  Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
  
  Volume: 75 Issue: 4 Pages: I_345-I_356
- DOI
  10.2208/jscejseee.75.I_345
- NAID
  130007710881
- ISSN
  2185-4653
- Language
  Japanese
- Peer Reviewed / Open Access / Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-18K04333
[Journal Article] Dependency of Mesh Size and Loading History on Crack Propagation Energy of Cyclic Ductile Fracture Model2019
- Author(s)
  Jia, L.J., Fujie, W., Ikai, T., Yoshida, S., and Ge, H.B.
- Journal Title
  
  Engineering Fracture Mechanics
  
  Volume: 215 Pages: 117-137
- DOI
  10.1016/j.engfracmech.2019.04.038
- Peer Reviewed / Open Access / Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-18K04333
[Journal Article] Experimental and Numerical Study on Ductile Fracture of Structural Steels under Different Stress States2019
- Author(s)
  Liu, Y., Kang, L., and Ge, H.B.
- Journal Title
  
  Journal of Constructional Steel Research
  
  Volume: 158 Pages: 381-404
- DOI
  10.1016/j.jcsr.2019.04.001
- Peer Reviewed / Open Access / Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-18K04333
[Journal Article] Twin-BRRP制震ダンパーの性能実験と拘束材のPushovert挙動2018
- Author(s)
  宇佐美勉，山田聡徳，葛漢彬，山崎伸介
- Journal Title
  
  土木学会論文集A1(構造・地震工学）
  
  Volume: （印刷中）
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-15H04035
[Journal Article] SIMPLIFIED FRACTURE ENERGY CALCULATING METHOD FOR DUCTILE FRACTURE ANALYSIS OF WELDED JOINTS SUBJECTED TO CYCLIC LOAD2018
- Author(s)
  藤江　渉，吉田聡一郎，猪飼豊樹，葛　漢彬
- Journal Title
  
  Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))
  
  Volume: 74 Issue: 2 Pages: I_591-I_602
- DOI
  10.2208/jscejam.74.I_591
- NAID
  130007584617
- ISSN
  2185-4661
- Language
  Japanese
- Peer Reviewed / Open Access
- Data Source
  KAKENHI-PROJECT-18K04333
[Journal Article] A STUDY ON THE IMPROVEMENT OF THE SIMULATION ACCURACY OF DUCTILE FRACTURE MODEL FOR STRUCTURAL STEELS UNDER HIGH STRESS TRIAXIALITY2018
- Author(s)
  劉　厳，葛　漢彬，康　瀾
- Journal Title
  
  Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
  
  Volume: 74 Issue: 4 Pages: I_546-I_557
- DOI
  10.2208/jscejseee.74.I_546
- ISSN
  2185-4653
- Language
  Japanese
- Peer Reviewed / Open Access / Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-18K04333
[Journal Article] BRRP制震ダンパーの低サイクル疲労性能と許容疲労損傷度2018
- Author(s)
  宇佐美勉，山田聡徳，葛漢彬，山崎伸介
- Journal Title
  
  土木学会構造工学論文集
  
  Volume: 64A Pages: 169-181
- NAID
  130007675701
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-15H04035
[Journal Article] 波形鋼板制震ダンパー芯材の最適形状と復元力モ2016
- Author(s)
  山崎伸介，加藤弘務，宇佐美勉†，葛漢彬
- Journal Title
  
  土木学会　構造工学論文集
  
  Volume: 62A Pages: 314-327
- Peer Reviewed / Acknowledgement Compliant / Open Access
- Data Source
  KAKENHI-PROJECT-15H04035
[Journal Article] 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2016
- Author(s)
  山崎　伸介・加藤　弘務・宇佐美　勉・葛　漢彬
- Journal Title
  
  土木学会論文集
  
  Volume: -
- NAID
  130005152714
- Peer Reviewed / Acknowledgement Compliant
- Data Source
  KAKENHI-PROJECT-15H04035
[Journal Article] 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2015
- Author(s)
  加藤弘務，葛　漢彬，羽田新輝
- Journal Title
  
  土木学会論文集A1（構造・地震工学）
  
  Volume: 71(4)
- Peer Reviewed / Acknowledgement Compliant / Open Access
- Data Source
  KAKENHI-PROJECT-24560588
[Journal Article] Predicting Ductile Crack Initiation in Steel Bridge Piers with Unstiffened Box Section under Specific Cyclic Loadings using Detailed and Simplified Evaluation Methods2015
- Author(s)
  Kang, L. and Ge, H.B.
- Journal Title
  
  International Journal of Advances in Structural Engineering
  
  Volume: 18
- Peer Reviewed / Acknowledgement Compliant / Open Access
- Data Source
  KAKENHI-PROJECT-24560588
[Journal Article] 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2015
- Author(s)
  篠原一輝，賈良玖，加藤弘務，葛　漢彬
- Journal Title
  
  土木学会論文集A1（構造・地震工学）
  
  Volume: 71(4)
- NAID
  130005100196
- Peer Reviewed / Acknowledgement Compliant / Open Access
- Data Source
  KAKENHI-PROJECT-24560588
[Journal Article] 溶接継手の破壊メカニズムの解明に関する基礎的研究2015
- Author(s)
  加藤友哉，康　瀾，葛　漢彬
- Journal Title
  
  土木学会論文集A1（構造・地震工学）
  
  Volume: 71(4)
- NAID
  130005100200
- Peer Reviewed / Acknowledgement Compliant / Open Access
- Data Source
  KAKENHI-PROJECT-24560588
[Journal Article] Experimental and Ductile Fracture Model Study of Single-Groove Welded Joints under Monotonic Loading2015
- Author(s)
  Kang, L., Ge, H.B. and Kato, T.
- Journal Title
  
  Engineering Structures
  
  Volume: 85(2) Pages: 36-51
- DOI
  10.1016/j.engstruct.2014.12.006
- Peer Reviewed / Acknowledgement Compliant / Open Access
- Data Source
  KAKENHI-PROJECT-24560588
[Journal Article] Experimental Study on Cracking of Thick-walled Welded Beam-column Connections with Incomplete Penetration in Steel Bridge Piers2014
- Author(s)
  Jia, L.J., Ge, H.B., Suzuki, T. and Luo, X.Q.
- Journal Title
  
  Journal of Bridge Engineering, ASCE
  
  Volume: 20(4) Issue: 4
- DOI
  10.1061/(asce)be.1943-5592.0000659
- Peer Reviewed / Acknowledgement Compliant / Open Access
- Data Source
  KAKENHI-PROJECT-24560588
[Journal Article] 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2014
- Author(s)
  羽田　新輝，葛　漢彬
- Journal Title
  
  土木学会論文集A1（構造・地震工学）
  
  Volume: 70
- NAID
  130004557052
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-24560588
[Journal Article] Ductile Crack Initiation and Propagation in Steel Bridge Piers Subjected to Random Cyclic Loading2014
- Author(s)
  Ge, H.B. and Kang, L.
- Journal Title
  
  Engineering Structures
  
  Volume: 59 Pages: 809-820
- DOI
  10.1016/j.engstruct.2013.12.006
- NAID
  130005060379
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-24560588
[Journal Article] Experimental Study on Seismic Performance of Partial Penetration Welded Steel Beam-Column Connections with Different Fillet Radii2014
- Author(s)
  Ge, H.B., Jia, L.J., Kang, L. and Suzuki, T.
- Journal Title
  
  Steel & Composite Structures
  
  Volume: 17(6) Issue: 6 Pages: 851-865
- DOI
  10.12989/scs.2014.17.6.851
- Peer Reviewed / Acknowledgement Compliant / Open Access
- Data Source
  KAKENHI-PROJECT-24560588
[Journal Article] Effect of Post Weld Treatment on Cracking Behaviors of Beam-Column Connections in Steel Bridge Piers2014
- Author(s)
  Jia, L.J., Ge, H.B. and Suzuki, T.
- Journal Title
  
  Steel & Composite Structures
  
  Volume: 17(5) Issue: 5 Pages: 687-704
- DOI
  10.12989/scs.2014.17.5.687
- Peer Reviewed / Acknowledgement Compliant / Open Access
- Data Source
  KAKENHI-PROJECT-24560588
[Journal Article] Extremely Low Cycle Fatigue Tests of Thick-walled Steel Bridge Piers2013
- Author(s)
  Ge, H.B. and Kang, L.
- Journal Title
  
  Journal of Bridge Engineering, ASCE
  
  Volume: 18 Issue: 9 Pages: 858-870
- DOI
  10.1061/(asce)be.1943-5592.0000429
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-24560588
[Journal Article] 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2013
- Author(s)
  速水　景，葛　漢彬，羽田　新輝，森　翔吾，鈴木　俊光
- Journal Title
  
  土木学会論文集A1（構造・地震工学）
  
  Volume: Vol.69，No.4
- NAID
  130004556951
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-24560588
[Journal Article] 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－2013
- Author(s)
  森　翔吾，葛　漢彬，萩野勝哉，康　瀾
- Journal Title
  
  土木学会論文集A1（構造・地震工学）
  
  Volume: Vol.69，No.4
- NAID
  130004556961
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-24560588
[Journal Article] Recent Research Developments in Ductile Fracture of Steel Bridge Structures2013
- Author(s)
  Ge, H.B., Kang, L. and Hayami, K.
- Journal Title
  
  Journal of Earthquake and Tsunami
  
  Volume: 7 Issue: 03 Pages: 1350021-1350021
- DOI
  10.1142/s1793431113500218
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-24560588
[Journal Article] 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2013
- Author(s)
  羽田　新輝，葛　漢彬，速水　景，鈴木　俊光
- Journal Title
  
  土木学会論文集A1（構造・地震工学）
  
  Volume: Vol.69，No.4
- NAID
  130004557011
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-24560588
[Journal Article] Temperature Effects of SMAs in Damage Control Design of Steel Portal Frames2012
- Author(s)
  Luo, X.Q., Ge, H.B. and Usami T.
- Journal Title
  
  Frontiers of Structural and Civil Engineering
  
  Volume: Vol.6, No.4 Pages: 348-357
- Data Source
  KAKENHI-PROJECT-23656292
[Journal Article] Predicting ductile crack initiation of steel bridge structures due to extremely low cycle fatigue using local and nonlocal models2012
- Author(s)
  KANG Lan, GE Hanbin
- Journal Title
  
  Journal of Earthquake Engineering
  
  Volume: Vol. 17, No. 3 Issue: 3 Pages: 623-643
- DOI
  10.1080/13632469.2012.746211
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-12F02067, KAKENHI-PROJECT-24560588
[Journal Article] 未溶着を有する三線交差部に止端仕上げを施した鋼梁-柱部材の耐震実験2012
- Author(s)
  羽田新輝, 速水景, 曹輝, 鈴木俊光, 葛漢彬
- Journal Title
  
  名城大学理工学部研究報告
  
  Volume: 第52号 Pages: 104-111
- Data Source
  KAKENHI-PROJECT-21560509
[Journal Article] 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2012
- Author(s)
  速水景, 鈴木俊光, 岩田勝成, 葛漢彬
- Journal Title
  
  構造工学論文集
  
  Volume: Vol.58A Pages: 319-332
- NAID
  130004950566
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-21560509
[Journal Article] 異なる未溶着高さを有する鋼厚肉断面梁-柱部材の延性き裂発生の評価へのシェルモデルの適用性に関する検討2012
- Author(s)
  速水景, 鈴木俊光, 葛漢彬
- Journal Title
  
  名城大学理工学部研究報告
  
  Volume: 第52号 Pages: 120-127
- NAID
  40019828880
- Data Source
  KAKENHI-PROJECT-21560509
[Journal Article] 異なる未溶着高さを有する鋼厚肉断面梁-柱部材の延性き裂発生の評価へのソリッドモデルの適用性に関する検討2012
- Author(s)
  速水景, 岩田勝成, 鈴木俊光, 葛漢彬
- Journal Title
  
  名城大学理工学部研究報告
  
  Volume: 第52号 Pages: 112-119
- Data Source
  KAKENHI-PROJECT-21560509
[Journal Article] 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2012
- Author(s)
  速水景, 鈴木俊光, 岩田勝成, 葛漢彬
- Journal Title
  
  土木学会構造工学論文集
  
  Volume: Vol.58A Pages: 319-332
- NAID
  130004950566
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-21560509
[Journal Article] 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2011
- Author(s)
  鈴木俊光, 葛漢彬, 小野恵亮
- Journal Title
  
  構造工学論文集
  
  Volume: Vol.57A Pages: 479-489
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-21560509
[Journal Article] 完全溶け込み溶接部に未溶着を有する鋼はりー柱隅角部の耐震性能2011
- Author(s)
  鈴木俊光, 曹輝, 葛漢彬
- Journal Title
  
  名城大学理工学部研究報告
  
  Volume: 第51号 Pages: 154-161
- NAID
  40019832159
- Data Source
  KAKENHI-PROJECT-21560509
[Journal Article] A Seismic Performance Evaluation Method for Steel Structures against Local Buckling and Extra-Low Cycle Fatigue2011
- Author(s)
  Ge, H. B. and Luo, X. Q
- Journal Title
  
  Journal of Earthquake and Tsunami
  
  Volume: Vol.5, No.2 Pages: 83-99
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-21560509
[Journal Article] 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2011
- Author(s)
  鈴木俊光, 葛漢彬, 小野恵亮
- Journal Title
  
  土木学会構造工学論文集
  
  Volume: Vol.57A Pages: 479-489
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-21560509
[Journal Article] 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2011
- Author(s)
  鈴木俊光, 葛漢彬, 岩田勝成, 速水景
- Journal Title
  
  鋼構造論文集
  
  Volume: Vol.18, No.71 Pages: 43-53
- NAID
  130004548697
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-21560509
[Journal Article] 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2011
- Author(s)
  鈴木俊光, 葛漢彬, 岩田勝成, 速水景
- Journal Title
  
  日本鋼構造協会鋼構造論文集
  
  Volume: Vol.18, No.71 Pages: 43-53
- NAID
  130004548697
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-21560509
[Journal Article] 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2010
- Author(s)
  葛漢彬, 金子恵介, 宇佐美勉
- Journal Title
  
  構造工学論文集 Vol.56A
  
  Pages: 522-532
- NAID
  130005060396
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-18360216
[Journal Article] 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2010
- Author(s)
  葛漢彬, 藤江渉, 岩田勝成
- Journal Title
  
  土木学会構造工学論文集 Vol56A
  
  Pages: 342-355
- NAID
  130005060379
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-21560509
[Journal Article] 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2010
- Author(s)
  鈴木俊光, 葛漢彬, 小野恵亮
- Journal Title
  
  土木学会論文集A1(構造・地震工学)【特】地震工学論文集
  
  Volume: Vol.66, No.1 Pages: 148-161
- NAID
  130004556631
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-21560509
[Journal Article] 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2010
- Author(s)
  葛漢彬, 藤江渉, 岩田勝成
- Journal Title
  
  構造工学論文集
  
  Volume: Vol.56A Pages: 342-355
- NAID
  130005060379
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-21560509
[Journal Article] 鋼製橋脚の延性き裂照査法の開発に関する一検討2009
- Author(s)
  葛漢彬, 藤江渉, 津村康裕
- Journal Title
  
  土木学会地震工学論文集 Vol.30
  
  Pages: 368-377
- NAID
  130004961170
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-21560509
[Journal Article] 鋼製橋脚の延性き裂照査法の開発に関する一検討2009
- Author(s)
  葛漢彬, 藤江渉, 津村康裕
- Journal Title
  
  地震工学論文集
  
  Volume: Vol.30 Pages: 368-377
- NAID
  130004961170
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-21560509
[Journal Article] 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2009
- Author(s)
  葛漢彬, 藤江渉, 田島僚
- Journal Title
  
  構造工学論文集
  
  Volume: Vol.55A Pages: 617-628
- NAID
  130004950483
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-21560509
[Journal Article] 高機能座屈拘束ブレースの開発研究2009
- Author(s)
  宇佐美勉, 佐藤崇, 葛西昭
- Journal Title
  
  構造工学論文集 Vol.55A
  
  Pages: 719-729
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-18360216
[Journal Article] 高機能座屈拘束ブレースの開発研究2009
- Author(s)
  宇佐美勉, 佐藤崇, 葛西昭
- Journal Title
  
  構造工学論文集 Vol. 55A
  
  Pages: 719-729
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-18360216
[Journal Article] 構造用アルミニウム合金の繰り返し弾塑性構成則2009
- Author(s)
  宇佐美勉, 倉田正志, 佐藤崇, 葛西昭, 萩澤亘保
- Journal Title
  
  土木学会論文集A Vol.65,No.4
  
  Pages: 980-993
- NAID
  130004467203
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-18360216
[Journal Article] 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2009
- Author(s)
  葛漢彬, 津村康裕
- Journal Title
  
  構造工学論文集
  
  Volume: Vol.55A Pages: 605-616
- NAID
  130004950481
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-21560509
[Journal Article] 高機能座屈拘束ブレースの開発研究2009
- Author(s)
  宇佐美勉、佐藤崇、葛西昭
- Journal Title
  
  土木学会構造工学論文集 Vol.55A
  
  Pages: 719-729
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-18360216
[Journal Article] Analysis and Design of Steel Bridge Structures with Energy Absorption Members2008
- Author(s)
  Chen, Z.Y., Ge, H.B., Usami T.
- Journal Title
  
  Int. J. of Advanced Steel Construction Vol.4,No.3
  
  Pages: 173-183
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-18360216
[Journal Article] 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2008
- Author(s)
  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
- Journal Title
  
  構造工学論文集 Vol.54A
  
  Pages: 372-381
- NAID
  130004503597
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-18360216
[Journal Article] 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2008
- Author(s)
  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
- Journal Title
  
  土木学会構造工学論文集 Vol.54A
  
  Pages: 372-381
- NAID
  130004503597
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-18360216
[Journal Article] Simplified Seismic Design Approach for Steel Portal Frame Piers with Hysteretic Dampers2007
- Author(s)
  Z.Y. Chen, H.B. Ge, A. Kasai, T. Usami
- Journal Title
  
  Earthquake Engineering and Structural Dynamics Vol.36,No.4
  
  Pages: 541-562
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-18360216
[Journal Article] Study on seismic performance upgrading for steel bridge structures by introducing energy-dissipation members2007
- Author(s)
  Chen, Z., Ge, H. B., Usami, T.
- Journal Title
  
  J. of Struct. Eng., JSCE Vol.53A
  
  Pages: 573-582
- NAID
  130004503503
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-18360216
[Journal Article] 高機能座屈拘束ブレースの開発研究2007
- Author(s)
  佐藤崇, 宇佐美勉, 葛西昭
- Journal Title
  
  第62回土木学会年次学術講演会論文集 (投稿中)
- Data Source
  KAKENHI-PROJECT-18360216
[Journal Article] Ultimate Strains of Structural Steels Against Ductile Crack Initiation2006
- Author(s)
  Ge, H.B., Kawahito, M., Ohashi, M.
- Journal Title
  
  Structural Engineering/Earthquake Engineering, JSCE (in press)
- Description
  「研究成果報告書概要(欧文)」より
- Data Source
  KAKENHI-PROJECT-16560410
[Journal Article] Ultimate Strains of Structural Steels Against Ductile Crack Initiation2006
- Author(s)
  Ge, H.B., Kawahito, M., Ohashi M.
- Journal Title
  
  Structural Engineering/Earthquake Engineering, JSCE Special Issue (in press)
- Description
  「研究成果報告書概要(和文)」より
- Data Source
  KAKENHI-PROJECT-16560410
[Journal Article] Ultimate Strains of Structural Steels Against Ductile Crack Initiation2006
- Author(s)
  Ge, H.B., Kawahito, M., Ohashi, M.
- Journal Title
  
  Structural Engineering/Earthquake Engineering, JSCE Special Issue(未定)
- Data Source
  KAKENHI-PROJECT-16560410
[Journal Article] 構造用鋼材の延性き裂発生の限界ひずみ2005
- Author(s)
  葛漢彬, 川人麻紀夫, 大橋正稔
- Journal Title
  
  地震時保有耐力法に基づく橋梁等構造の耐震設計に関するシンポジウム講演論文集 No.8
  
  Pages: 231-238
- Description
  「研究成果報告書概要(和文)」より
- Data Source
  KAKENHI-PROJECT-16560410
[Journal Article] 鋼アーチ橋に設置した座屈拘束ブレースの応答値2005
- Author(s)
  葛漢彬, 日沖堅治, 宇佐美勉
- Journal Title
  
  土木学会地震工学論文集第28巻
- NAID
  130004294703
- Description
  「研究成果報告書概要(和文)」より
- Data Source
  KAKENHI-PROJECT-15360236
[Journal Article] Ductile Crack Initiation Strain of Structural Steels2005
- Author(s)
  Ge, H.B., Kawahito, M., Ohashi, M.
- Journal Title
  
  Proc. of the 8th Symposium on Ductility Design Method for Bridges No.8
  
  Pages: 231-238
- Description
  「研究成果報告書概要(欧文)」より
- Data Source
  KAKENHI-PROJECT-16560410
[Journal Article] Fundamental Study on Ductile Crack Initiation Condition in Structural Steels Considering Micro-Void Growth2005
- Author(s)
  Ge, H.B., Kawahito, M., Ohashi, M.
- Journal Title
  
  JSCE J. of Earthquake Engineering No.28
- NAID
  130004294733
- Description
  「研究成果報告書概要(欧文)」より
- Data Source
  KAKENHI-PROJECT-16560410
[Journal Article] A seismic upgrading method for steel arch bridges using buckling-restrained braces2005
- Author(s)
  Usami, T., Lu, Z., Ge, H.B.
- Journal Title
  
  Earthquake Engineering and Structural Dynamics
  
  Pages: 471-496
- Description
  「研究成果報告書概要(欧文)」より
- Data Source
  KAKENHI-PROJECT-15360236
[Journal Article] A proposal on seismic performance evaluation procedure for steel bridges - Applicability of displacement-based evaluation method2005
- Author(s)
  Hanbin Ge, Tsutomu Usami, Zhihao Lu
- Journal Title
  
  Bridge and Foundation
  
  Pages: 37-43
- Description
  「研究成果報告書概要(欧文)」より
- Data Source
  KAKENHI-PROJECT-15360236
[Journal Article] 座屈拘束ブレースを用いた橋梁上部構造の耐震設計に関する検討2005
- Author(s)
  前野裕文, 片桐英喜, 葛西昭, 長山秀昭, 今井誠
- Journal Title
  
  土木学会構造工学論文集 Vol.51A
  
  Pages: 871-878
- Data Source
  KAKENHI-PROJECT-15360236
[Journal Article] A seismic upgrading method for steel arch bridges using buckling-restrained braces2005
- Author(s)
  Usami, T., Lu, Z., Ge, H.B.
- Journal Title
  
  Earthquake Engineering and Structural Dynamics Vol.34
  
  Pages: 471-496
- Description
  「研究成果報告書概要(和文)」より
- Data Source
  KAKENHI-PROJECT-15360236
[Journal Article] 多径間連続高架橋への制震ブレースの導入効果2005
- Author(s)
  葛西昭, 木戸健太, 宇佐美勉, 渡辺尚彦
- Journal Title
  
  土木学会構造工学論文集 Vol.51A
  
  Pages: 827-838
- NAID
  120000975111
- Description
  「研究成果報告書概要(和文)」より
- Data Source
  KAKENHI-PROJECT-15360236
[Journal Article] 鋼材の延性き裂発生の限界ひずみに関する基礎的研究2005
- Author(s)
  葛漢彬, 川人麻紀夫, 大橋正稔
- Journal Title
  
  土木学会地震工学論文集 No.28
- NAID
  130004294733
- Description
  「研究成果報告書概要(和文)」より
- Data Source
  KAKENHI-PROJECT-16560410
[Journal Article] Demand of seismic brace dampers installed in steel arch bridges2005
- Author(s)
  Hanbin Ge, Kenji Hioki, Tsutomu Usami
- Journal Title
  
  Journal of Earthquake Engineering (JSCE) Vol.28
- NAID
  130004294703
- Description
  「研究成果報告書概要(欧文)」より
- Data Source
  KAKENHI-PROJECT-15360236
[Journal Article] 鋼橋の耐震性能照査法に関する一考察-アーチ橋による変位照査法の適用限界の検討2005
- Author(s)
  葛漢彬, 宇佐美勉, 路志浩
- Journal Title
  
  橋梁と基礎 5月号
  
  Pages: 37-43
- NAID
  40006766000
- Description
  「研究成果報告書概要(和文)」より
- Data Source
  KAKENHI-PROJECT-15360236
[Journal Article] 制震ダンパーとしての座屈拘束ブレースの要求性能2004
- Author(s)
  宇佐美勉, 加藤規, 葛西昭
- Journal Title
  
  土木学会構造工学論文集 Vol.50A
  
  Pages: 527-538
- NAID
  120000975109
- Description
  「研究成果報告書概要(和文)」より
- Data Source
  KAKENHI-PROJECT-15360236
[Journal Article] 制震ダンパーとしての座鬱拘束ブレースの要求性能2004
- Author(s)
  宇佐美勉, 加藤基規, 葛西昭
- Journal Title
  
  土木学会構造学論文集 Vol.50A
  
  Pages: 527-538
- Data Source
  KAKENHI-PROJECT-15360236
[Journal Article] 二重鋼管型座屈拘束ブレースの繰り返し弾塑性挙動2004
- Author(s)
  加藤基規, 葛西昭, 馬翔, 宇佐美勉
- Journal Title
  
  土木学会構造工学論文集 Vol.50A
  
  Pages: 103-112
- NAID
  120000975107
- Description
  「研究成果報告書概要(和文)」より
- Data Source
  KAKENHI-PROJECT-15360236
[Presentation] ブレース材の 2 軸曲げ変形挙動解析のための 2 方向初期横荷重の策定2024
- Author(s)
  増田　躍哉、宇佐美　勉、葛　漢彬
- Organizer
  土木学会全国大会（第79回年次学術講演会）
- Data Source
  KAKENHI-PROJECT-22K04297
[Presentation] Pushover解析を用いた鋼製箱形断面橋脚の延性き裂発生の簡易評価法に関する再検討2020
- Author(s)
  田口実季，藤江　渉，伊藤諒祐，葛　漢彬
- Organizer
  土木学会第74回年次学術講演会
- Data Source
  KAKENHI-PROJECT-18K04333
[Presentation] 鋼材の延性破壊解析における損傷進展エネルギー簡易推定法のメッシュ分割の影響2020
- Author(s)
  藤江渉，田口実季，石原　羽，吉田聡一郎，葛　漢彬
- Organizer
  土木学会第74回年次学術講演会
- Data Source
  KAKENHI-PROJECT-18K04333
[Presentation] 高応力三軸度下における高強度鋼材（Q690）の破断特性に関する実験的研究2020
- Author(s)
  劉　厳，池田修斗，葛　漢彬，康　瀾
- Organizer
  土木学会第74回年次学術講演会
- Data Source
  KAKENHI-PROJECT-18K04333
[Presentation] Lode 角の影響を考慮した構造用鋼の延性破壊の評価に関する解析的再検討2019
- Author(s)
  劉　厳，葛　漢彬，吉田聡一郎
- Organizer
  土木学会第39回地震工学研究発表会
- Data Source
  KAKENHI-PROJECT-18K04333
[Presentation] Basic Concept and New Research Progresses of Stain-based Seismic Performance Evaluation Method2019
- Author(s)
  Ge, H.B.
- Organizer
  International Top-Level Forum on Engineering Science and Technology Development Strateg: Future Cities and Infrastructure
- Invited / Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-18K04333
[Presentation] JSCE Specification on Evaluation of Ductile Crack Initiation due to ELCF in Steel Bridge Structures2019
- Author(s)
  Ge, H.B., Fujie, W., and Taguchi, M.
- Organizer
  International Conference in Commemoration of 20th Anniversary of the 1999 Chi-Chi Earthquake
- Invited / Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-18K04333
[Presentation] 延性破壊解析における損傷進展エネルギーの簡易算出法の一般性に関する一検討2019
- Author(s)
  吉田聡一郎，葛　漢彬，藤江　渉
- Organizer
  土木学会第74回年次学術講演会
- Data Source
  KAKENHI-PROJECT-18K04333
[Presentation] 鋼製補剛箱形断面橋脚の延性き裂発生における簡易耐震照査法の精度向上に関する研究2019
- Author(s)
  田口実季，藤江　渉，葛　漢彬
- Organizer
  土木学会第74回年次学術講演会
- Data Source
  KAKENHI-PROJECT-18K04333
[Presentation] 鋼製補剛箱形断面橋脚における延性き裂照査法の実験データによる一検討2019
- Author(s)
  田口実季，藤江　渉，鈴木元哉，葛　漢彬
- Organizer
  土木学会中部支部平成30年度研究発表会
- Data Source
  KAKENHI-PROJECT-18K04333
[Presentation] 鋼製補剛箱形断面橋脚の延性き裂照査法におけるひずみ集中補正係数の精度向上に関する再検討2019
- Author(s)
  田口実季，藤江　渉，伊藤諒祐，葛　漢彬
- Organizer
  土木学会第39回地震工学研究発表会
- Data Source
  KAKENHI-PROJECT-18K04333
[Presentation] Analysis of Mechanical Properties of a Steel Ring Restrainer2019
- Author(s)
  Sun, J.B., Wang, Z.F., Xue, D.W., and Ge, H.B.
- Organizer
  12th Pacific Structural Steel Conference
- Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-18K04333
[Presentation] 鋼製補剛箱形断面橋脚の延性き裂照査法におけるひずみ集中補正係数に関する一検討2018
- Author(s)
  藤江　渉，田口実季，鈴木元哉，葛　漢彬
- Organizer
  土木学会第38回地震工学研究発表会
- Data Source
  KAKENHI-PROJECT-18K04333
[Presentation] 延性の異なる材料にき裂進展則を適用した際の注意点について2018
- Author(s)
  猪飼豊樹，葛　漢彬
- Organizer
  土木学会第73回年次学術講演会
- Data Source
  KAKENHI-PROJECT-18K04333
[Presentation] 繰り返し軸力と曲げを受ける鋼部材の超低サイクル疲労挙動に関する基礎的研究2018
- Author(s)
  吉田聡一郎，葛　漢彬，賈　良玖
- Organizer
  土木学会第38回地震工学研究発表会
- Data Source
  KAKENHI-PROJECT-18K04333
[Presentation] 低応力三軸度下における鋼材の延性破壊条件の予測精度の向上に関する研究2018
- Author(s)
  劉　厳，葛　漢彬，康　瀾
- Organizer
  土木学会第38回地震工学研究発表会
- Data Source
  KAKENHI-PROJECT-18K04333
[Presentation] 繰り返し軸力と曲げを受ける鋼部材に対する延性破壊モデルの妥当性に関する検討2018
- Author(s)
  吉田聡一郎，葛　漢彬，賈　良玖
- Organizer
  土木学会第73回年次学術講演会
- Data Source
  KAKENHI-PROJECT-18K04333
[Presentation] 繰り返し荷重下でせん断応力と引張応力が同時に作用する鋼材の延性破壊実験2015
- Author(s)
  篠原一輝，賈　良玖，加藤弘務，葛　漢彬
- Organizer
  土木学会中部支部平成26年度研究発表会
- Place of Presentation
  豊橋技術科学大学
- Year and Date
  2015-03-06
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] 溶接ビードの有無による溶接継手の延性破壊への影響に関する実験的研究2015
- Author(s)
  加藤友哉，賈　良玖，葛　漢彬
- Organizer
  土木学会中部支部平成26年度研究発表会
- Place of Presentation
  豊橋技術科学大学
- Year and Date
  2015-03-06
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] 異なる溶接部脚長を有する鋼はり-柱接合部のき裂発生に関する繰り返し弾塑性解析2013
- Author(s)
  森　翔吾，山本洋平，葛　漢彬
- Organizer
  第18回計算工学講演会
- Place of Presentation
  東京大学
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] 未溶着が内在する鋼製橋脚の耐震性能に及ぼす梁－柱接合部における溶接性状の影響2013
- Author(s)
  羽田新輝，葛　漢彬
- Organizer
  第16回性能に基づく橋梁等の耐震設計に関するシンポジウム
- Place of Presentation
  土木学会（東京）
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] 非対称な溶接未溶着を有する鋼はり-柱接合部のき裂発生に関する繰り返し弾塑性解析2013
- Author(s)
  羽田新輝，山本和輝，森　翔吾，葛　漢彬
- Organizer
  第18回計算工学講演会
- Place of Presentation
  東京大学
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] 非対称な溶接未溶着部が鋼製橋脚の延性き裂発生に与える影響の再検討2013
- Author(s)
  羽田新輝，葛　漢彬，加藤　弘務，森　翔吾
- Organizer
  木学会第68回年次学術講演会
- Place of Presentation
  日本大学（千葉県習志野市）
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] 鋼製橋脚隅角部における十字継手部の溶接性状が変形能・エネルギー吸収量に及ぼす影響2013
- Author(s)
  羽田新輝，葛　漢彬
- Organizer
  土木学会第33回地震工学研究発表会
- Place of Presentation
  東京大学
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] A Prediction Model for Ductile Fracture of Steel Bridge Piers2013
- Author(s)
  Kang, L., Ge, H.B. and Maruyama, R.
- Organizer
  第18回計算工学講演会
- Place of Presentation
  東京大学
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] 残留変位の低減に着目した鋼製ラーメン橋脚の耐震解析2013
- Author(s)
  丸山陸也,葛漢彬
- Organizer
  土木学会中部支部研究発表会
- Place of Presentation
  愛知工業大学
- Data Source
  KAKENHI-PROJECT-23656292
[Presentation] フィレット半径の違いが鋼厚肉部材の延性き裂発生におよぼす影響に関する解析的検討2012
- Author(s)
  森翔吾, 速水景, 葛漢彬
- Organizer
  土木学会中部支部平成23年度研究発表会
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] 未溶着を有する鋼製橋脚隅角部の溶接ビード脚長の変更による延性き裂発生への影響に関する解析的研究2012
- Author(s)
  速水景, 鈴木俊光, 羽田新輝, 葛漢彬
- Organizer
  土木学会中部支部平成23年度研究発表会
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] 未溶着を有する梁－柱部材の十字継手溶接脚長が延性き裂発生に及ぼす影響2012
- Author(s)
  鈴木俊光，速水　景，羽田新輝，葛　漢彬
- Organizer
  土木学会第67回年次学術講演会
- Place of Presentation
  名古屋大学
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] Experimental Investigation of Ductile Failure of Steel Bridge Piers2012
- Author(s)
  Kang, L., Ge, H.B. and Hada, S.
- Organizer
  The 12th International Symposium on Structural Engineering
- Place of Presentation
  Wuhan, China
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] 未溶着を有する鋼梁－柱部材の未溶着高さが延性き裂発生に及ぼす影響2012
- Author(s)
  羽田新輝，速水　景，鈴木俊光，葛　漢彬：
- Organizer
  土木学会第67回年次学術講演会
- Place of Presentation
  名古屋大学
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] Experimental Study on Seismic Performance of Steel Members with Welding Defects2012
- Author(s)
  Hada, S., Ge, H.B.
- Organizer
  The 2nd China-Japan Civil Engineering Student Workshop
- Place of Presentation
  Nanjing, China
- Year and Date
  2012-02-29
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] 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－2012
- Author(s)
  森　翔吾，萩野勝哉，葛　漢彬，康　瀾
- Organizer
  土木学会第32回地震工学研究発表会
- Place of Presentation
  東京大学
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] Extremely Low Cycle Fatigue Tests of Steel Beam-Column Members with Welding Defects2012
- Author(s)
  Suzuki, T., Hayami, K., Ge, H.B.
- Organizer
  The International Workshop on Advances in Seismic Experiments and Computations
- Place of Presentation
  Nagoya, Japan
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] フィレットを設けない鋼製橋脚隅角部の未溶着高さが延性破壊に及ぼす影響2012
- Author(s)
  速水　景，葛　漢彬，羽田新輝，森　翔吾，鈴木　俊光
- Organizer
  土木学会第32回地震工学研究発表会
- Place of Presentation
  東京大学
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] Analytical Study on Seismic Performance of Steel Members with Welding Defects2012
- Author(s)
  Mori, S., Ge, H.B.
- Organizer
  The 2nd China-Japan Civil Engineering Student Workshop
- Place of Presentation
  Nanjing, China
- Year and Date
  2012-02-29
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] 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2012
- Author(s)
  羽田新輝，葛　漢彬，速水　景，鈴木　俊光
- Organizer
  土木学会第32回地震工学研究発表会
- Place of Presentation
  東京大学
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] 未溶着を有する梁－柱鋼部材のフィレット半径が延性き裂発生に及ぼす影響2012
- Author(s)
  速水　景，鈴木俊光，森　翔吾，葛　漢彬：
- Organizer
  土木学会第67回年次学術講演会
- Place of Presentation
  名古屋大学
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] 未溶着を有する鋼製橋脚隅角部の耐震性能に及ぼすフィレット寸法の影響2012
- Author(s)
  速水　景，羽田新輝，森　翔吾，鈴木俊光，葛　漢彬：
- Organizer
  第15回性能に基づく橋梁等の耐震設計に関するシンポジウム
- Place of Presentation
  土木学会
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] Extremely Low Cycle Fatigue Tests of Steel Beam-Column Members with Welding Defects2012
- Author(s)
  Suzuki, T., Hayami, K. and Ge, H. B
- Organizer
  Proc. of The International Workshop on Advances in Seismic Experiments and Computations(ASEC2012)
- Place of Presentation
  Nagoya, Japan
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] 鋼製橋脚の延性き裂簡易照査法に関する解析的研究2012
- Author(s)
  萩野勝哉, 川島一輝, 葛漢彬
- Organizer
  土木学会中部支部平成23年度研究発表会
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] Mesh-size Effect Study of Extremely Low Cycle Fatigue Life Prediction for Steel Bridge Piers by Using Different Models2012
- Author(s)
  Kang, L., Ge, H.B.
- Organizer
  土木学会第32回地震工学研究発表会
- Place of Presentation
  東京大学
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] Cyclic Tests of Compact Sectional Steel Beam-Column Joints with Welding Defects2012
- Author(s)
  Suzuki, T., Ge, H.B.
- Organizer
  The 2011 International Conference on Civil Engineering and Building Materials
- Place of Presentation
  Kunming, China
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] ルートギャップが存在する鋼厚肉部材の未溶着高さおよびフィレット半径の違いによる延性き裂発生・進展への影響に関する実験的研究2012
- Author(s)
  羽田新輝, 速水景, 鈴木俊光, 葛漢彬
- Organizer
  土木学会中部支部平成23年度研究発表会
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] 形状記憶合金制震ダンパーの開発とその応用に関する基礎的研究2012
- Author(s)
  葛漢彬,宇佐美勉
- Organizer
  土木学会中部支部研究発表会
- Place of Presentation
  信州大学
- Data Source
  KAKENHI-PROJECT-23656292
[Presentation] Recent Research Developments in Ductile Fracture of Steel Bridge Structures2012
- Author(s)
  Ge, H.B., Kang, L. and Hayami, K.
- Organizer
  The 12th International Symposium on Structural Engineering
- Place of Presentation
  Wuhan, China
- Invited
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] Pushover解析を用いた延性き裂簡易照査法に関する解析的研究2012
- Author(s)
  森　翔吾，萩野勝哉，葛　漢彬
- Organizer
  土木学会第67回年次学術講演会
- Place of Presentation
  名古屋大学
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] ソリッドモデルによる未溶着を有する鋼厚肉部材の延性き裂発生の評価に関する検討2011
- Author(s)
  岩田勝成, 鈴木俊光, 葛漢彬
- Organizer
  土木学会第66回年次学術講演会講演概要集
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] 鋼厚肉部材の延性き裂発生性状に及ぼす継手内部の未溶着高さの影響に関する数値解析2011
- Author(s)
  速水景, 鈴木俊光, 岩田勝, 葛漢彬
- Organizer
  土木学会第31回地震工学研究発表会
- Place of Presentation
  東京大学(東京都)
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] 異なる溶接ビード仕上げ条件を有する鋼製橋脚隅角部の延性き裂発生性状に関する実験的研究2011
- Author(s)
  鈴木俊光, 岩田勝成, 速水景, 曹輝, 葛漢彬
- Organizer
  土木学会第66回年次学術講演会講演概要集
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] 鋼厚肉部材の延性き裂発生性状に及ぼす継手内部の未溶着高さの影響に関する数値解析2011
- Author(s)
  速水景, 鈴木俊光, 岩田勝, 葛漢彬
- Organizer
  土木学会第31回地震工学研究発表会講演論文集
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] Cyclic Tests of Compact Sectional Steel Beam-Column Joints with Welding Defects2011
- Author(s)
  Suzuki, T. and Ge, H. B
- Organizer
  Proc. of the 2011 International Conference on Civil Engineering and Building Materials(CEBM 2011)
- Place of Presentation
  Kunming, China
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] シェルモデルによる未溶着を有する鋼厚肉部材の延性き裂発生の評価に関する検討2011
- Author(s)
  速水景, 鈴木俊光, 葛漢彬
- Organizer
  土木学会第66回年次学術講演会講演概要集
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] 溶接未溶着深さが鋼部材の延性き裂発生に及ぼす影響に関する実験的研究2011
- Author(s)
  速水景, 富松勇介, 近藤有, 曹輝, 岩田勝成, 鈴木俊光, 葛漢彬
- Organizer
  土木学会中部支部平成22年度研究発表会
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] 溶接ビード仕上げが鋼部材の延性き裂発生に及ぼす影響に関する実験的研究2011
- Author(s)
  鈴木俊光, 岩田勝成, 近藤有, 富松勇介, 曹輝, 速水景, 葛漢彬
- Organizer
  土木学会中部支部平成22年度研究発表会
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] 異なる溶接未溶着幅を有する鋼部材の延性き裂発生と進展性状に関する実験的研究2011
- Author(s)
  葛漢彬, 鈴木俊光, 速水景, 曹輝, 岩田勝成
- Organizer
  土木学会第66回年次学術講演会講演概要集
- Place of Presentation
  愛媛大学(松山市)
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] A Seismic Performance Evaluation Method for Steel Structures against Local Buckling and Extra-Low Cycle Fatigue2010
- Author(s)
  Ge, H. B. and Luo, X. Q
- Organizer
  Proc. of the 2nd International Symposium on Advances in Urban Safety Conference
- Place of Presentation
  Kobe, Japan
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] A seismic performance evaluation method for steel structures against local buckling and extra-low cycle fatigue2010
- Author(s)
  Ge, H.B., Luo, X.Q.
- Organizer
  Proceedings of the Second International Symposium on Advances in Urban Safety
- Place of Presentation
  Kobe, Japan
- Year and Date
  2010-03-28
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] A Seismic Verification Method for Steel Bridge Structures against Local Buckling and Ductile Crack Initiation2010
- Author(s)
  Suzuki, T., Luo, X. Q., Ge, H. B. and Usami, T
- Organizer
  Proc. of the 9th Pacific Structural Steel Conference
- Place of Presentation
  Beijing, China
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] A Seismic Verification Method for Steel Bridge Structures against Local Buckling and Ductile Crack Initiation2010
- Author(s)
  Suzuki, T., Luo, X.Q., Ge, H.B., Usami, T.
- Organizer
  Proc.9th Pacific Structural Steel Conference
- Place of Presentation
  Beijing, China
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] Damage Index-Based Evaluation method for Steel Bridge Structures against Extra-Low Cycle fatigue2010
- Author(s)
  Suzuki, T., Ge, H.B.
- Organizer
  Proc.the International Symposium on Maintenance New Technologies for Long-Span Bridges
- Place of Presentation
  Nanjing, China
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] 繰り返し荷重を受ける鋼製橋脚隅角部の延性き裂発生評価に関する実験データによる検証2010
- Author(s)
  鈴木俊光, 葛漢彬, 藤江渉
- Organizer
  第13回地震時保有耐力法に基づく橋梁等構造の耐震設計に関するシンポジウム講演論文集
- Place of Presentation
  土木学会
- Year and Date
  2010-02-04
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] 鋼製橋脚の極低サイクル疲労に対する照査法の一検討2010
- Author(s)
  岩田勝成, 葛漢彬
- Organizer
  土木学会第65回年次学術講演会講演概要集
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] 繰り返し荷重を受ける鋼製橋脚隅角部の延性き裂発生評価に関する実験データによる検証2010
- Author(s)
  鈴木俊光, 葛漢彬, 藤江渉
- Organizer
  第13回地震時保有耐力法に基づく橋梁等構造の耐震設計に関するシンポジウム
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] 溶接未溶着を有する鋼厚肉部材の繰り返し弾塑性挙動に関する解析的検討2010
- Author(s)
  小野恵亮, 鈴木俊光, 葛漢彬
- Organizer
  土木学会第65回年次学術講演会講演概要集
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] 溶接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2010
- Author(s)
  鈴木俊光, 小野恵亮, 葛漢彬
- Organizer
  土木学会第65回年次学術講演会講演概要集
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] ランダムな載荷を受ける鋼製部材の延性き裂発生・進展挙動に関する実験的研究2009
- Author(s)
  岩田勝成, 藤江渉, 小野恵亮, 葛漢彬
- Organizer
  土木学会第64回年次学術講演会講演概要集
- Data Source
  KAKENHI-PROJECT-21560509
[Presentation] Overall Buckling Prevention Condition of Buckling-Restrained Braces as a Structural Control Damper2008
- Author(s)
  Usami, T, Ge, HB, Kasai, A.
- Organizer
  第14回世界地震工学会議
- Place of Presentation
  北京, 中国
- Data Source
  KAKENHI-PROJECT-18360216
[Presentation] Overall Buckling Prevention Condition of Buckling Restrained Braces as a Structural Control Damper, Proc2008
- Author(s)
  Usami,T, Ge,HB, Kasai,A
- Organizer
  14th WCEE
- Place of Presentation
  Beijing, China
- Data Source
  KAKENHI-PROJECT-18360216
[Presentation] アルミニウム合金制震ダンパーの開発研究-弾塑性構成則2008
- Author(s)
  倉田正志, 佐藤崇, 宇佐美勉, 葛西昭, 萩澤亘保
- Organizer
  土木学会第63回年次学術講演会講演概要集
- Place of Presentation
  仙台
- Year and Date
  2008-09-10
- Data Source
  KAKENHI-PROJECT-18360216
[Presentation] Capacity of Stiffened Steel Shear Panels as a Structural Control Damper, Proc2008
- Author(s)
  Ge, H.B., Kaneko,K.and Usami,T
- Organizer
  14th WCEE
- Place of Presentation
  Beijing,China
- Data Source
  KAKENHI-PROJECT-18360216
[Presentation] 高機能座屈拘束ブレースの開発研究2007
- Author(s)
  佐藤崇・宇佐美勉・葛西昭
- Organizer
  第62回土木学会年次学術講演会
- Place of Presentation
  広島大学
- Data Source
  KAKENHI-PROJECT-18360216
[Presentation] 高機能座屈拘束ブレースの開発研究2007
- Author(s)
  佐藤崇, 宇佐美勉, 葛西昭
- Organizer
  土木学会第62回年次学術講演会講演概要集
- Place of Presentation
  仙台
- Year and Date
  2007-09-06
- Data Source
  KAKENHI-PROJECT-18360216
[Presentation] せん断パネル型ダンパー(SPD)の正負交番繰り返し載荷実験2007
- Author(s)
  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
- Organizer
  土木学会第62回年次学術講演会講演概要集
- Place of Presentation
  仙台
- Year and Date
  2007-09-06
- Data Source
  KAKENHI-PROJECT-18360216
[Presentation] 繰り返し荷重を受ける鋼管ブレース材の延性き裂発生・進展・破壊の数値シミュレーション
- Author(s)
  稲垣雄己，康瀾，賈良玖，葛　漢彬
- Organizer
  土木学会中部支部平成25年度研究発表会
- Place of Presentation
  岐阜大学
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] 非対称な溶接未溶着を有する鋼はり－柱接合部の耐震解析
- Author(s)
  羽田新輝，山本和輝，森　翔吾，葛　漢彬
- Organizer
  土木学会中部支部平成24年度研究発表会
- Place of Presentation
  愛知工業大学
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] 切り欠き位置がレ形開先溶接継手の破壊性状に及ぼす影響に関する実験および解析的研究
- Author(s)
  加藤友哉，康　瀾，葛　漢彬
- Organizer
  土木学会第34回地震工学研究発表会
- Place of Presentation
  まちなかキャンパス長岡（新潟県長岡市）
- Year and Date
  2014-10-09 – 2014-10-10
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] 切り欠きの有無によるレ形開先突合溶接鋼部材の力学特性に及ぼす影響に関する解析的研究
- Author(s)
  加藤友哉，康　瀾，葛　漢彬
- Organizer
  土木学会第69回年次学術講演会
- Place of Presentation
  大阪大学
- Year and Date
  2014-09-10 – 2014-09-12
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] 切欠きを有するレ型突合溶接鋼部材の力学特性に関する研究
- Author(s)
  加藤友哉，東城達哉，康瀾，賈良玖，葛　漢彬
- Organizer
  土木学会中部支部平成25年度研究発表会
- Place of Presentation
  岐阜大学
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] 繰り返し引張・圧縮荷重を受ける鋼管ブレース材の座屈とき裂の連成に関する弾塑性有限変位解析
- Author(s)
  加藤友哉，康　瀾，葛　漢彬
- Organizer
  第17回性能に基づく橋梁等の耐震設計に関するシンポジウム
- Place of Presentation
  土木学会（東京）
- Year and Date
  2014-07-01 – 2014-07-02
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] 異なる載荷パターンが溶接未溶着を有する鋼梁－柱部材の延性き裂発生に及ぼす影響に関する研究
- Author(s)
  東武志，羽田新輝，葛　漢彬
- Organizer
  土木学会中部支部平成25年度研究発表会
- Place of Presentation
  岐阜大学
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] せん断応力と引張応力が作用する鋼材の延性破壊実験
- Author(s)
  篠原一輝，賈　良玖，加藤弘務，葛　漢彬
- Organizer
  土木学会第34回地震工学研究発表会
- Place of Presentation
  まちなかキャンパス長岡（新潟県長岡市）
- Year and Date
  2014-10-09 – 2014-10-10
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] 異なる溶接部脚長を有する鋼はり－柱接合部の耐震解析
- Author(s)
  森　翔吾，山本洋平，葛　漢彬，吉田直樹
- Organizer
  土木学会中部支部平成24年度研究発表会
- Place of Presentation
  愛知工業大学
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] ルートギャップを有さない十字継手部の溶接欠陥が鋼製橋脚梁－柱接合部の延性き裂発生・進展に及ぼす影響
- Author(s)
  葛　漢彬，加藤弘務，羽田新輝
- Organizer
  土木学会第34回地震工学研究発表会
- Place of Presentation
  まちなかキャンパス長岡（新潟県長岡市）
- Year and Date
  2014-10-09 – 2014-10-10
- Data Source
  KAKENHI-PROJECT-24560588
[Presentation] 鋼製橋脚隅角部の構造ディテールが十字継手の未溶着端部破壊に及ぼす影響
- Author(s)
  速水　景，葛　　漢彬，蔵原　英児
- Organizer
  土木学会中部支部平成24年度研究発表会
- Place of Presentation
  愛知工業大学
- Data Source
  KAKENHI-PROJECT-24560588

1. USAMI Tsutomu (50021796)

# of Collaborated Projects: 17 results

# of Collaborated Products: 40 results
2. SUZUKI Moriaki (90273276)

# of Collaborated Projects: 9 results

# of Collaborated Products: 0 results
3. KASAI Akira (20303670)

# of Collaborated Projects: 9 results

# of Collaborated Products: 16 results
4. ITOH Yoshito (30111826)

# of Collaborated Projects: 8 results

# of Collaborated Products: 0 results
5. MIZUNO Eiji (80144129)

# of Collaborated Projects: 4 results

# of Collaborated Products: 0 results
6. AOKI Tetsuhiko (70064946)

# of Collaborated Projects: 4 results

# of Collaborated Products: 0 results
7. WATANABE Kouichi (90387762)

# of Collaborated Projects: 4 results

# of Collaborated Products: 0 results
8. HARADA Takanori (70136802)

# of Collaborated Projects: 1 results

# of Collaborated Products: 0 results
9. HANNJI Takeshi (80452209)

# of Collaborated Projects: 1 results

# of Collaborated Products: 0 results
10. SATO Tadanobu (00027294)

# of Collaborated Projects: 1 results

# of Collaborated Products: 0 results
11. 織田博孝 (40242838)

# of Collaborated Projects: 1 results

# of Collaborated Products: 0 results
12. OKAMOTO Takashi

# of Collaborated Projects: 1 results

# of Collaborated Products: 0 results
13. KANG Lan

# of Collaborated Projects: 0 results

# of Collaborated Products: 2 results

GE HANBIN 葛 漢彬

GE Hanbin 葛 漢彬

Research Projects

Research Products

Co-Researchers

断面欠損評価に要素破壊時相当塑性変位を用いた土木鋼構造物の破壊解析手法の開発Principal Investigator

Principal Investigator

Project Period (FY)

Research Category

Review Section

Research Institution

Principal Investigator

Project Period (FY)

Research Category

Review Section

Research Institution

Principal Investigator

Project Period (FY)

Research Category

Review Section

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Fundamental Study on Clarification of Mechanism of Ductile Fracture due to Low-cycle Fatigue in Welded Steel MembersPrincipal Investigator

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Developing An Evaluation Method for Ductile Crack Initiation in Steel Structures with Welding DefectsPrincipal Investigator

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Study on Development of Ductile Failure Verification Method for Steel StructuresPrincipal Investigator

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Study on Development of Seismic Design Method for Steel Structures Considering Ductile FacturePrincipal Investigator

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GE HANBIN 葛漢彬

GE Hanbin 葛漢彬