Ryu Bo 劉懋

… Alternative Names

劉懋リュウボウ

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Researcher Number	40779708
Other IDs
Affiliation (Current)	2025: 福岡大学, 工学部, 助教
Affiliation (based on the past Project Information) *help	2017: 徳山工業高等専門学校, その他部局等, 助教 2016: 徳山工業高等専門学校, 土木建築工学科, 助教
Review Section/Research Field	Except Principal Investigator Building structures/Materials
Keywords	Except Principal Investigator 構造工学 / 高強度鋼材 / 耐力劣化 / 終局耐力 / 長周期地震動 / 鋼・コンクリート合成構造

Development of the evaluation method of fatigue property and safety margin of the slender CFT columns with high strength materials
- Principal Investigator
  
  KIDO MASAE
- Project Period (FY)
  2015 – 2017
- Research Category
  
  Grant-in-Aid for Scientific Research (C)
- Research Field
  
  Building structures/Materials
- Research Institution
  The University of Kitakyushu

All 2018 2017 2016

All Journal Article

[Journal Article] 角形CFT 柱の短期許容耐力時における鋼管応力について2018
- Author(s)
  半田遼，劉懋，城戸將江，津田惠吾
- Journal Title
  
  日本建築学会九州支部研究報告
  
  Volume: 57 Pages: 645-648
- NAID
  200000002003
- Data Source
  KAKENHI-PROJECT-15K06303
[Journal Article] 角形CFT 柱の短期許容耐力時における鋼管応力について2017
- Author(s)
  半田遼，劉懋，城戸將江，津田惠吾
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 25巻 Pages: 806-812
- NAID
  200000002003
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-15K06303
[Journal Article] EFFECT OF STRAIN-STRESS RELATIONSHIP OF STEEL TUBE ON THE INITIAL STIFFNESS OF SQUARE CFT COLUMNS2017
- Author(s)
  半田　遼，城戸將江，劉懋，津田惠吾
- Journal Title
  
  RESILIENT STRUCTURES AND SUSTAINABLE CONSTRUCTION
  
  Volume: なし Issue: 1
- DOI
  10.14455/isec.res.2017.173
- Peer Reviewed / Open Access
- Data Source
  KAKENHI-PROJECT-15K06303
[Journal Article] 角形CFT柱の許容耐力と降伏耐力ならびに初期剛性に及ぼす鋼材の応力－ひずみ関係の影響2017
- Author(s)
  半田遼，劉懋，城戸將江，津田惠吾
- Journal Title
  
  日本建築学会九州支部研究報告
  
  Volume: 56 Pages: 501-504
- NAID
  200000420658
- Acknowledgement Compliant
- Data Source
  KAKENHI-PROJECT-15K06303
[Journal Article] 角形CFT 柱の初期剛性に及ぼす鋼材の応力―ひずみ関係の影響2016
- Author(s)
  半田遼，劉懋，城戸將江，津田惠吾
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 24 Pages: 88-94
- Peer Reviewed / Acknowledgement Compliant
- Data Source
  KAKENHI-PROJECT-15K06303

1. KIDO MASAE (10453226)

# of Collaborated Projects: 1 results

# of Collaborated Products: 5 results
2. 津田惠吾 (50112305)

# of Collaborated Projects: 1 results

# of Collaborated Products: 5 results

Ryu Bo 劉懋

劉懋リュウボウ

Research Projects

Research Products

Co-Researchers

Development of the evaluation method of fatigue property and safety margin of the slender CFT columns with high strength materials

Principal Investigator

Project Period (FY)

Research Category

Research Field

Research Institution

[Journal Article] 角形CFT 柱の短期許容耐力時における鋼管応力について2018

Author(s)

Journal Title

NAID

Data Source

[Journal Article] 角形CFT 柱の短期許容耐力時における鋼管応力について2017

Author(s)

Journal Title

NAID

Data Source

[Journal Article] EFFECT OF STRAIN-STRESS RELATIONSHIP OF STEEL TUBE ON THE INITIAL STIFFNESS OF SQUARE CFT COLUMNS2017

Author(s)

Journal Title

DOI

Data Source

[Journal Article] 角形CFT柱の許容耐力と降伏耐力ならびに初期剛性に及ぼす鋼材の応力－ひずみ関係の影響2017

Author(s)

Journal Title

NAID

Data Source

[Journal Article] 角形CFT 柱の初期剛性に及ぼす鋼材の応力―ひずみ関係の影響2016

Author(s)

Journal Title

Data Source

Ryu Bo 劉 懋

劉 懋 リュウ ボウ

Research Projects

Research Products

Co-Researchers

Development of the evaluation method of fatigue property and safety margin of the slender CFT columns with high strength materials

Principal Investigator

Project Period (FY)

Research Category

Research Field

Research Institution

[Journal Article] 角形CFT 柱の短期許容耐力時における鋼管応力について2018

Author(s)

Journal Title

NAID

Data Source

[Journal Article] 角形CFT 柱の短期許容耐力時における鋼管応力について2017

Author(s)

Journal Title

NAID

Data Source

[Journal Article] EFFECT OF STRAIN-STRESS RELATIONSHIP OF STEEL TUBE ON THE INITIAL STIFFNESS OF SQUARE CFT COLUMNS2017

Author(s)

Journal Title

DOI

Data Source

[Journal Article] 角形CFT柱の許容耐力と降伏耐力ならびに初期剛性に及ぼす鋼材の応力－ひずみ関係の影響2017

Author(s)

Journal Title

NAID

Data Source

[Journal Article] 角形CFT 柱の初期剛性に及ぼす鋼材の応力―ひずみ関係の影響2016

Author(s)

Journal Title

Data Source

Ryu Bo 劉懋

劉懋リュウボウ