Tamura Hiroshi 田村洋

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TAMURA Hiroshi 田村洋

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Researcher Number	10636434
Other IDs
Affiliation (Current)	2025: 横浜国立大学, 大学院都市イノベーション研究院, 准教授
Affiliation (based on the past Project Information) *help	2019 – 2024: 横浜国立大学, 大学院都市イノベーション研究院, 准教授 2016 – 2018: 東京工業大学, 環境・社会理工学院, 助教 2015: 東京工業大学, 大学院理工学研究科, 助教 2014 – 2015: 東京工業大学, 理工学研究科, 助教 2013: 東北大学, 工学(系)研究科(研究院), 助教
Review Section/Research Field	Principal Investigator Structural engineering/Earthquake engineering/Maintenance management engineering / Basic Section 22010:Civil engineering material, execution and construction management-related / Basic Section 22020:Structure engineering and earthquake engineering-related Except Principal Investigator Basic Section 22020:Structure engineering and earthquake engineering-related / Structural engineering/Earthquake engineering/Maintenance management engineering / Geotechnical engineering
Keywords	Principal Investigator 溶接部 / 鋼構造物 / 修正ワイブル応力 / 地震時脆性破壊 / サーモグラフィー法 / デジタル画像相関法 / 大振幅ひずみ履歴 / 繰返し弾塑性特性 / データ同化 / 大振幅ひずみ … More / 繰返し弾塑性構成則 / 構造用鋼材 / ひずみ速度 / 脆性破面率 / シャルピー衝撃試験 / 累積破壊確率 / 耐震 / 構造工学・地震工学 / 加工硬化層 / 耐震設計 / 極低サイクル疲労亀裂 / 延性亀裂 / 分岐問題 / 繰返し弾塑性変形 / 表面亀裂 / 鋼部材 / SM490Y / 実構造物への適用例 / 破壊予測 / 鋼製橋脚隅角部 / 鋼製橋脚 … More Except Principal Investigator 基礎不同変位 / 送電鉄塔 / 地震工学 / 構造工学 / 耐荷力 / 地盤変状 / 損傷機構 / 地盤と構造物 / 送電鉄塔－地盤連成系 / 不等変位 / FEM解析 / 弾塑性 / 不同変位 / 斜面 / 地盤変形 / 余耐力 / 耐震 Less

データ同化手法を応用した鋼材に対する大振幅ひずみ繰返し弾塑性載荷試験法の開発Principal Investigator
- Principal Investigator
  
  田村洋
- Project Period (FY)
  2023 – 2026
- Research Category
  
  Grant-in-Aid for Scientific Research (B)
- Review Section
  
  Basic Section 22010:Civil engineering material, execution and construction management-related
- Research Institution
  Yokohama National University
Development of Strain Rate Controlled Highly Efficient Modified Weibull Stress Identification Test and Application to Weld JointsPrincipal Investigator
- Principal Investigator
  
  Tamura Hiroshi
- Project Period (FY)
  2020 – 2023
- Research Category
  
  Grant-in-Aid for Scientific Research (C)
- Review Section
  
  Basic Section 22020:Structure engineering and earthquake engineering-related
- Research Institution
  Yokohama National University
Seismic capacity of tower-like secondary structures standing on elevated viaducts and vision-based measurement of vibration characteristics of viaduct-tower structure systems
- Principal Investigator
  
  FUJINO YOZO
- Project Period (FY)
  2020 – 2022
- Research Category
  
  Grant-in-Aid for Scientific Research (B)
- Review Section
  
  Basic Section 22020:Structure engineering and earthquake engineering-related
- Research Institution
  Yokohama National University
Formulation of surface crack occurrence criteria on steel members during earthquakes considering microscopic mechanismPrincipal Investigator
- Principal Investigator
  
  Tamura Hiroshi
- Project Period (FY)
  2017 – 2019
- Research Category
  
  Grant-in-Aid for Young Scientists (B)
- Research Field
  
  Structural engineering/Earthquake engineering/Maintenance management engineering
- Research Institution
  Yokohama National University
  Tokyo Institute of Technology
Damage and failure of electric transmission tower due to ground deformation and foundation displacement: A proposal of soundness determination and repairing guideline
- Principal Investigator
  
  YAMAKAWA Yuki
- Project Period (FY)
  2013 – 2015
- Research Category
  
  Grant-in-Aid for Scientific Research (C)
- Research Field
  
  Structural engineering/Earthquake engineering/Maintenance management engineering
- Research Institution
  Tohoku University
Proposal of versatile evaluation method for occurrence of Brittle fracture during earthquakes in steel structures based on the further understanding of its mechanismPrincipal Investigator
- Principal Investigator
  
  Tamura Hiroshi
- Project Period (FY)
  2013 – 2017
- Research Category
  
  Grant-in-Aid for Young Scientists (B)
- Research Field
  
  Structural engineering/Earthquake engineering/Maintenance management engineering
- Research Institution
  Tokyo Institute of Technology
  Tohoku University
Effect of foundation displacement by earthquake on ultimate strength of suspension- and tension-type electric power transmission towers
- Principal Investigator
  
  IKEDA Kiyohiro
- Project Period (FY)
  2012 – 2014
- Research Category
  
  Grant-in-Aid for Scientific Research (C)
- Research Field
  
  Geotechnical engineering
- Research Institution
  Tohoku University

All 2020 2019 2017 2016 2015 Other

All Journal Article Presentation

[Journal Article] 高架橋上に設置された照明柱の耐震性評価2020
- Author(s)
  右高裕二・松原拓朗・細井雄介・藤野陽三・田村洋・Dionysius Siringoringo・高橋竜太
- Journal Title
  
  土木学会年次学術講演会講演概要集(CD-ROM)
  
  Volume: 75th
- Open Access
- Data Source
  KAKENHI-PROJECT-20H02231
[Journal Article] 修正ワイブル応力に基づく構造用鋼材の破壊じん性評価2016
- Author(s)
  田村　洋，佐々木　栄一，富永　理史
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 24 Pages: 620-627
- Peer Reviewed / Acknowledgement Compliant
- Data Source
  KAKENHI-PROJECT-25820199
[Journal Article] UPLIFT CAPACITY ANALYSIS OF ANCHOR FOUNDATION FOR TRANSMISSION TOWER ON SLOPE CREST2015
- Author(s)
  山川優樹, 溝江弘樹, 千田大, 戸田丈, 池田清宏, 田村洋, 寺田賢二郎
- Journal Title
  
  Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering)
  
  Volume: 71 Issue: 1 Pages: 1-13
- DOI
  10.2208/jscejge.71.1
- NAID
  130004961992
- ISSN
  2185-6516
- Language
  Japanese
- Peer Reviewed / Open Access
- Data Source
  KAKENHI-PROJECT-24560598, KAKENHI-PROJECT-25420474
[Presentation] 繰返し塑性ひずみに伴う鋼材表面の微視的形状変化と亀裂形成2019
- Author(s)
  木村優里，田村洋，佐々木栄一
- Organizer
  土木学会
- Data Source
  KAKENHI-PROJECT-17K14714
[Presentation] 地震時の箱断面鋼製橋脚隅角部における脆性破壊移行確率に関するパラメトリックスタディ2017
- Author(s)
  田村　洋
- Organizer
  土木学会年次学術講演会
- Data Source
  KAKENHI-PROJECT-25820199
[Presentation] 修正ワイブル応力に基づく構造用鋼材の破壊じん性評価2016
- Author(s)
  田村　洋
- Organizer
  鋼構造シンポジウム
- Place of Presentation
  東京
- Year and Date
  2016-11-17
- Data Source
  KAKENHI-PROJECT-25820199
[Presentation] 鋼部材の地震時脆性破壊発生限界への修正ワイブル応力の適用2015
- Author(s)
  富永理史，田村洋，佐々木栄一
- Organizer
  土木学会第70回年次学術講演会
- Place of Presentation
  岡山大学
- Year and Date
  2015-09-16
- Data Source
  KAKENHI-PROJECT-25820199
[Presentation] 斜面近傍に位置する逆T型送電鉄塔基礎の引揚支持力解析
- Author(s)
  高橋一平, 山川優樹, 溝江弘樹, 千田大, 戸田丈, 池田清宏, 田村洋
- Organizer
  平成25年度土木学会東北支部技術研究発表会
- Place of Presentation
  八戸工業大学（八戸市）
- Data Source
  KAKENHI-PROJECT-24560598
[Presentation] 斜面近傍に位置する逆T型送電鉄塔基礎の引揚支持力解析
- Author(s)
  高橋一平, 山川優樹, 溝江弘樹, 千田大, 戸田丈, 池田清宏, 田村洋
- Organizer
  平成25年度土木学会東北支部技術研究発表会
- Place of Presentation
  八戸工業大学（八戸市）
- Data Source
  KAKENHI-PROJECT-25420474

1. IKEDA Kiyohiro (50168126)

# of Collaborated Projects: 2 results

# of Collaborated Products: 2 results
2. YAMAKAWA Yuki (80324010)

# of Collaborated Projects: 2 results

# of Collaborated Products: 2 results
3. FUJINO YOZO (20111560)

# of Collaborated Projects: 1 results

# of Collaborated Products: 1 results
4. 伊山潤 (30282495)

# of Collaborated Projects: 1 results

# of Collaborated Products: 0 results

Tamura Hiroshi 田村 洋

TAMURA Hiroshi 田村 洋

Research Projects

Research Products

Co-Researchers

データ同化手法を応用した鋼材に対する大振幅ひずみ繰返し弾塑性載荷試験法の開発Principal Investigator

Principal Investigator

Project Period (FY)

Research Category

Review Section

Research Institution

Development of Strain Rate Controlled Highly Efficient Modified Weibull Stress Identification Test and Application to Weld JointsPrincipal Investigator

Principal Investigator

Project Period (FY)

Research Category

Review Section

Research Institution

Seismic capacity of tower-like secondary structures standing on elevated viaducts and vision-based measurement of vibration characteristics of viaduct-tower structure systems

Principal Investigator

Project Period (FY)

Research Category

Review Section

Research Institution

Formulation of surface crack occurrence criteria on steel members during earthquakes considering microscopic mechanismPrincipal Investigator

Principal Investigator

Project Period (FY)

Research Category

Research Field

Research Institution

Damage and failure of electric transmission tower due to ground deformation and foundation displacement: A proposal of soundness determination and repairing guideline

Principal Investigator

Project Period (FY)

Research Category

Research Field

Research Institution

Proposal of versatile evaluation method for occurrence of Brittle fracture during earthquakes in steel structures based on the further understanding of its mechanismPrincipal Investigator

Principal Investigator

Project Period (FY)

Research Category

Research Field

Research Institution

Effect of foundation displacement by earthquake on ultimate strength of suspension- and tension-type electric power transmission towers

Principal Investigator

Project Period (FY)

Research Category

Research Field

Research Institution

[Journal Article] 高架橋上に設置された照明柱の耐震性評価2020

Author(s)

Journal Title

Data Source

[Journal Article] 修正ワイブル応力に基づく構造用鋼材の破壊じん性評価2016

Author(s)

Journal Title

Data Source

[Journal Article] UPLIFT CAPACITY ANALYSIS OF ANCHOR FOUNDATION FOR TRANSMISSION TOWER ON SLOPE CREST2015

Author(s)

Journal Title

DOI

NAID

ISSN

Language

Data Source

[Presentation] 繰返し塑性ひずみに伴う鋼材表面の微視的形状変化と亀裂形成2019

Author(s)

Organizer

Data Source

[Presentation] 地震時の箱断面鋼製橋脚隅角部における脆性破壊移行確率に関するパラメトリックスタディ2017

Author(s)

Organizer

Data Source

[Presentation] 修正ワイブル応力に基づく構造用鋼材の破壊じん性評価2016

Author(s)

Organizer

Place of Presentation

Year and Date

Data Source

[Presentation] 鋼部材の地震時脆性破壊発生限界への修正ワイブル応力の適用2015

Author(s)

Organizer

Tamura Hiroshi 田村洋

TAMURA Hiroshi 田村洋