Ikarashi Kikuo 五十嵐規矩夫

… Alternative Names

IKARASHI Kikuo 五十嵐規矩夫

五十嵐規矩夫イガラシキクオ

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Researcher Number	40242292
Other IDs
External Links
Affiliation (Current)	2025: 東京科学大学, 環境・社会理工学院, 教授
Affiliation (based on the past Project Information) *help	2017 – 2024: 東京工業大学, 環境・社会理工学院, 教授 2016: 東京工業大学, 環境・社会理工学院, 准教授 2012 – 2015: 東京工業大学, 理工学研究科, 准教授 2011: 東京工業大学, 大学院・理工学研究科, 准教授 2007 – 2008: Tokyo Institute of Technology, 大学院・理工学研究科, 准教授 … More 2006: 東京工業大学, 大学院理工学研究科, 助教授 1997 – 1998: 東京工業大学, 工学部, 助教授 1996: 東京工業大学, 工学部・建築学科, 助教授 1995: 東京工業大学, 工学部, 助教授 Less
Review Section/Research Field	Principal Investigator Building structures/materials / Building structures/Materials / Building structures/materials / Medium-sized Section 23:Architecture, building engineering, and related fields / Basic Section 23010:Building structures and materials-related
Keywords	Principal Investigator 鋼構造 / 座屈 / 塑性変形能力 / 建築構造 / 薄板 / 梁 / 高張力鋼 / 局部座屈 / 部材 / 断面形状 … More / 破断 / 終局性能 / 統一的性能評価 / 安定性 / 荷重条件 / 境界条件 / 非対称断面 / サンドイッチパネル / 波板 / 材料 / 材料特性 / 補剛 / 変形性能 / 連成 / 耐震 / エネルギー吸収 / 繰返し荷重 / 金属 / 曲げ / せん断 / 応力ひずみ関係 / 幅厚比 / 素材特性 / 鋼材 / 有限要素法 / 延性破壊 / 鋼種 / 最大耐力 / 高軸力 / H形断面 / 柱部材 Less

鋼構造部材の強振動繰返し履歴下での保有性能解明と終局性能統合型評価手法の確立Principal Investigator
- Principal Investigator
  
  五十嵐規矩夫
- Project Period (FY)
  2024 – 2028
- Research Category
  
  Grant-in-Aid for Scientific Research (A)
- Review Section
  
  Medium-sized Section 23:Architecture, building engineering, and related fields
- Research Institution
  Institute of Science Tokyo
Stability evaluation methods for steel structural members and rational design methods as their applicationsPrincipal Investigator
- Principal Investigator
  
  Ikarashi Kikuo
- Project Period (FY)
  2020 – 2023
- Research Category
  
  Grant-in-Aid for Scientific Research (B)
- Review Section
  
  Basic Section 23010:Building structures and materials-related
- Research Institution
  Tokyo Institute of Technology
Stability evaluation of thin plate steel structure members considering actual conditions and application-oriented design methodPrincipal Investigator
- Principal Investigator
  
  Ikarashi Kikuo
- Project Period (FY)
  2017 – 2019
- Research Category
  
  Grant-in-Aid for Scientific Research (B)
- Research Field
  
  Building structures/Materials
- Research Institution
  Tokyo Institute of Technology
Evaluation of stability of lightweight steel sheet steel structure and its application to efficient shape and form development of earthquake resistant structurePrincipal Investigator
- Principal Investigator
  
  Ikarashi Kikuo
- Project Period (FY)
  2014 – 2016
- Research Category
  
  Grant-in-Aid for Scientific Research (B)
- Research Field
  
  Building structures/Materials
- Research Institution
  Tokyo Institute of Technology
Investigation of steel structural members behavior under the sever earthquakes and the establishment of advanced buckling designPrincipal Investigator
- Principal Investigator
  
  IKARASHI Kikuo
- Project Period (FY)
  2011 – 2013
- Research Category
  
  Grant-in-Aid for Scientific Research (B)
- Research Field
  
  Building structures/materials
- Research Institution
  Tokyo Institute of Technology
Development of light resisting wall and energy absorption element using the post-buckling behavior of thin metal panelPrincipal Investigator
- Principal Investigator
  
  IKARASHI Kikuo
- Project Period (FY)
  2006 – 2008
- Research Category
  
  Grant-in-Aid for Scientific Research (C)
- Research Field
  
  Building structures/materials
- Research Institution
  Tokyo Institute of Technology
鋼構造部材の塑性変形能力に及ぼす各種鋼素材が有する機械的性質の影響Principal Investigator
- Principal Investigator
  
  五十嵐規矩夫
- Project Period (FY)
  1997 – 1998
- Research Category
  
  Grant-in-Aid for Encouragement of Young Scientists (A)
- Research Field
  
  Building structures/materials
- Research Institution
  Tokyo Institute of Technology
局部座屈及び延性破壊の相互効果で決定づけられる高張力鋼梁の塑性変形能力評価Principal Investigator
- Principal Investigator
  
  五十嵐規矩夫
- Project Period (FY)
  1996
- Research Category
  
  Grant-in-Aid for Encouragement of Young Scientists (A)
- Research Field
  
  Building structures/materials
- Research Institution
  Tokyo Institute of Technology
高軸力を受ける異種鋼材を用いたH形鋼柱部材の塑性変形能力評価Principal Investigator
- Principal Investigator
  
  五十嵐規矩夫
- Project Period (FY)
  1995
- Research Category
  
  Grant-in-Aid for Encouragement of Young Scientists (A)
- Research Field
  
  Building structures/materials
- Research Institution
  Tokyo Institute of Technology

[Book] 軽鋼構造設計施工指針2024
- Author(s)
  竹内徹，五十嵐規矩夫，他
- Total Pages
  297
- Publisher
  日本建築学会
- ISBN
  9784818906808
- Data Source
  KAKENHI-PROJECT-20H02294
[Book] 建築構造設計2023
- Author(s)
  竹内徹，五十嵐規矩夫，他
- Total Pages
  319
- Publisher
  実教出版株式会社
- ISBN
  9784407205589
- Data Source
  KAKENHI-PROJECT-20H02294
[Book] 鋼構造物の座屈に関する諸問題　20222022
- Author(s)
  五十嵐規矩夫　他
- Total Pages
  184
- Publisher
  日本建築学会
- ISBN
  9784818906709
- Data Source
  KAKENHI-PROJECT-20H02294
[Book] 鋼構造許容応力度設計規準2019
- Author(s)
  五十嵐規矩夫　他
- Total Pages
  197
- Publisher
  日本建築学会
- ISBN
  9784818906518
- Data Source
  KAKENHI-PROJECT-17H03338
[Book] 鋼構造座屈設計指針2017
- Author(s)
  井戸田秀樹，宇佐美徹，荒木慶一，五十嵐規矩夫，小崎均，金尾伊織，木村祥裕，倉田真宏，田川浩，竹内徹，津田惠吾，藤本益美，松井良太
- Total Pages
  380
- Publisher
  日本建築学会
- ISBN
- Data Source
  KAKENHI-PROJECT-17H03338
[Book] 鋼構造物の座屈に関する諸問題20132013
- Author(s)
  竹内徹, 小崎均, 井戸田秀樹, 木村祥裕, 金尾伊織, 宇佐美徹, 津田恵吾, 五十嵐規矩夫, 荒木慶一, 多田元英, 田川浩, 藤本益美
- Total Pages
  202
- Publisher
  日本建築学会
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] Elastic critical local buckling load and behavior of local buckling for cold‐formed lipped channel steel member under compression2024
- Author(s)
  Mitsui Kazuya、Ikarashi Kikuo
- Journal Title
  
  JAPAN ARCHITECTURAL REVIEW
  
  Volume: 7 Issue: 1
- DOI
  10.1002/2475-8876.12432
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] 偏心圧縮力を受ける冷間成形リップ溝形断面部材の座屈挙動と最大耐力2023
- Author(s)
  槇枝諒祐, 三井和也, 五十嵐規矩夫
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 31 Pages: 681-687
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] ELASTIC LOCAL BUCKLING STRENGTH OF I-SHAPED BEAM WEB PLATES SUBJECTED TO END MOMENTS AND UNIFORMLY DISTRIBUTED LOAD2023
- Author(s)
  NAKANO Tomoki、MITSUI Kazuya、IKARASHI Kikuo
- Journal Title
  
  Journal of Structural and Construction Engineering (Transactions of AIJ)
  
  Volume: 88 Issue: 806 Pages: 687-698
- DOI
  10.3130/aijs.88.687
- ISSN
  1340-4202, 1881-8153
- Year and Date
  2023-04-01
- Language
  Japanese
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] Strength of bolted steel structural members under eccentric tension2023
- Author(s)
  Nagasato Kazuma、Ikarashi Kikuo、Mitsui Kazuya
- Journal Title
  
  JAPAN ARCHITECTURAL REVIEW
  
  Volume: 6 Issue: 1
- DOI
  10.1002/2475-8876.12409
- NAID
  130008109745
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] 高強度矩形断面部材の繰返し履歴挙動に及ぼす材料構成則の影響2023
- Author(s)
  本樹, 三井和也, 五十嵐規矩夫.
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 31 Pages: 490-498
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] PREDICTION METHODS OF MOMENT ROTATION RELATIONSHIP OF BUCKLING H-SHAPED BEAMS UNDER ONE SIDE LOADING2023
- Author(s)
  MATSUBARA Hiroshi、IKARASHI Kikuo
- Journal Title
  
  Journal of Structural and Construction Engineering (Transactions of AIJ)
  
  Volume: 88 Issue: 813 Pages: 1557-1568
- DOI
  10.3130/aijs.88.1557
- ISSN
  1340-4202, 1881-8153
- Year and Date
  2023-11-01
- Language
  Japanese
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] INFLUENCE OF UPPER FLANGE CONTINUOUS RESTRAINT CONDITION ON PLASTIC DEFORMATION CAPACITY OF I-SHAPED BEAMS2023
- Author(s)
  IKARASHI Kikuo、MITSUI Kazuya、KAGESAWA Hiroto、KIMURA Seiya、UCHIDA Mamoru、HIRAI Kenta、TAKADA Takeshi、ITO Fuyuki
- Journal Title
  
  Journal of Structural and Construction Engineering (Transactions of AIJ)
  
  Volume: 88 Issue: 805 Pages: 519-530
- DOI
  10.3130/aijs.88.519
- ISSN
  1340-4202, 1881-8153
- Year and Date
  2023-03-01
- Language
  Japanese
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] Elastic critical local buckling stress in cold-formed lipped channel and hat sections under uniform compression2023
- Author(s)
  Mitsui Kazuya、Ikarashi Kikuo、Kobashi Tomoki、Kuwada Ryohei
- Journal Title
  
  Thin-Walled Structures
  
  Volume: 191 Pages: 111064-111064
- DOI
  10.1016/j.tws.2023.111064
- Peer Reviewed / Open Access
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] 2方向圧縮力を受ける平行四辺形パネルウェブの弾性座屈耐力2023
- Author(s)
  定慶一郎, 三井和也, 五十嵐規矩夫
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 31
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] Required number of self‐drilling screws for built‐up column comprising cold‐formed lipped channel sections to ensure flexural buckling as a single unit member2023
- Author(s)
  Mitsui Kazuya、Sato Atsushi、Ikarashi Kikuo
- Journal Title
  
  JAPAN ARCHITECTURAL REVIEW
  
  Volume: 6 Issue: 1
- DOI
  10.1002/2475-8876.12354
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] EFFECT OF LOADING PROTOCOL ON DETERIORATING BEHAVIOR DUE TO LOCAL BUCKLING OF BOX-SECTION STEEL MEMBERS2023
- Author(s)
  MITSUI Kazuya、MATSUMOTO Itsuki、IKARASHI Kikuo
- Journal Title
  
  Journal of Structural and Construction Engineering (Transactions of AIJ)
  
  Volume: 88 Issue: 813 Pages: 1569-1580
- DOI
  10.3130/aijs.88.1569
- ISSN
  1340-4202, 1881-8153
- Year and Date
  2023-11-01
- Language
  Japanese
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] 繰返し振幅がH形断面梁の崩壊形式に与える影響2023
- Author(s)
  森光士郎, 三井和也, 五十嵐規矩夫
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 31 Pages: 673-680
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] STRENGTH AND BEHAVIOR OF ELASTIC DISTORTIONAL BUCKLING FOR COLD-FORMED CHANNEL MEMBER UNDER COMPRESSION2022
- Author(s)
  MITSUI Kazuya、IKARASHI Kikuo、KOBASHI Tomoki、KUWADA Ryohei
- Journal Title
  
  Journal of Structural and Construction Engineering (Transactions of AIJ)
  
  Volume: 87 Issue: 791 Pages: 139-148
- DOI
  10.3130/aijs.87.139
- NAID
  130008138587
- ISSN
  1340-4202, 1881-8153
- Year and Date
  2022-01-01
- Language
  Japanese
- Peer Reviewed / Open Access
- Data Source
  KAKENHI-PROJECT-20H02294, KAKENHI-PROJECT-20K14868
[Journal Article] 引張力を受ける山形断面組立材のボルト接合部耐力2022
- Author(s)
  拝形英郎, 五十嵐規矩夫, 三井和也
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 30 Pages: 489-496
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] Elastic Shear Buckling Coefficients for Oblique Plates2022
- Author(s)
  Mitsui Kazuya、Ikarashi Kikuo
- Journal Title
  
  Mathematical Problems in Engineering
  
  Volume: 2022 Pages: 1-10
- DOI
  10.1155/2022/9532380
- Peer Reviewed / Open Access
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] せん断力を受ける平行四辺形接合部のパネルウェブの弾性座屈2022
- Author(s)
  荒谷智将, 三井和也, 五十嵐規矩夫
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 30 Pages: 482-488
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] EVALUATION OF PLASTIC DEFORMATION CAPACITY OF OCTAGONAL HOLLOW CROSS-SECTION MEMBER2021
- Author(s)
  IKARASHI Kikuo、HACHIUMA Shu
- Journal Title
  
  Journal of Structural and Construction Engineering (Transactions of AIJ)
  
  Volume: 86 Issue: 780 Pages: 321-330
- DOI
  10.3130/aijs.86.321
- NAID
  130007992396
- ISSN
  1340-4202, 1881-8153
- Language
  Japanese
- Peer Reviewed / Open Access
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] Buckling Strength Evaluation Method of Plate on Elastic Foundation and Its Application to Sandwich Panels2021
- Author(s)
  Hinako Mitsuhiro, Kikuo Ikarashi, Kazuya Mitsui
- Journal Title
  
  Proceedings of the 22nd Taiwan-Japan-Korea Joint Seminar on Earthquake Engineering for Building Structures
  
  Volume: EEBUS 2021 Pages: 33-40
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] DESIGN METHOD FOR STEEL PLATE SHEAR WALL RESTRAINED BY ONE-SIDED STIFFENING TYPE2021
- Author(s)
  YASUNAGA Jumpei、UEKI Takuya、MURAKAMI Yukio、ONO Junichiro、KIMURA Seiya、OHYAMA Tatsuya、IKARASHI Kikuo
- Journal Title
  
  Journal of Structural and Construction Engineering (Transactions of AIJ)
  
  Volume: 86 Issue: 786 Pages: 1213-1223
- DOI
  10.3130/aijs.86.1213
- NAID
  130008080422
- ISSN
  1340-4202, 1881-8153
- Year and Date
  2021-08-30
- Language
  Japanese
- Peer Reviewed / Open Access
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] EFFECT OF GEOMETRICAL IMPERFECTION ON ANALYTICAL BUCKLING STRENGTH OF COLD-FORMED LIPPED CHANNEL STEEL MEMBER UNDER COMPRESSION2021
- Author(s)
  MITSUI Kazuya、WATANABE Akane、KOBASHI Tomoki、IKARASHI Kikuo
- Journal Title
  
  Journal of Structural and Construction Engineering (Transactions of AIJ)
  
  Volume: 86 Issue: 779 Pages: 157-167
- DOI
  10.3130/aijs.86.157
- NAID
  130007977606
- ISSN
  1340-4202, 1881-8153
- Language
  Japanese
- Peer Reviewed / Open Access
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] STRENGTH OF BOLTED STEEL STRUCTURAL MEMBERS UNDER ECCENTRIC TENSION2021
- Author(s)
  NAGASATO Kazuma、IKARASHI Kikuo、MITSUI Kazuya
- Journal Title
  
  Journal of Structural and Construction Engineering (Transactions of AIJ)
  
  Volume: 86 Issue: 789 Pages: 1570-1580
- DOI
  10.3130/aijs.86.1570
- NAID
  130008109745
- ISSN
  1340-4202, 1881-8153
- Year and Date
  2021-11-01
- Language
  Japanese
- Peer Reviewed / Open Access
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] 薄板軽量形鋼溝形断面部材のゆがみ座屈耐力に関する一考察2021
- Author(s)
  三井和也, 五十嵐規矩夫, 小橋知季, 桑田涼平
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: Vol. 29 Pages: 308-317
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] REQUIRED NUMBER OF SELF-DRILLING SCREWS FOR LIGHT GAUGE BUILT-UP COMPRESSION MEMBERS TO ENSURE FLEXURAL BUCKLING AS A UNIT MEMBER2021
- Author(s)
  MITSUI Kazuya、SATO Atsushi、IKARASHI Kikuo
- Journal Title
  
  Journal of Structural and Construction Engineering (Transactions of AIJ)
  
  Volume: 86 Issue: 784 Pages: 979-990
- DOI
  10.3130/aijs.86.979
- NAID
  130008058797
- ISSN
  1340-4202, 1881-8153
- Year and Date
  2021-06-30
- Language
  Japanese
- Peer Reviewed / Open Access
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] Buckling Strength and Buckling Behavior of I-Shaped Beams with Continuous Lateral Restraints on Upper Flange2021
- Author(s)
  Hiroto Kagesawa, Kikuo Ikarashi, Kazuya Mitsui
- Journal Title
  
  Proceedings of the 22nd Taiwan-Japan-Korea Joint Seminar on Earthquake Engineering for Building Structures
  
  Volume: EEBUS 2021 Pages: 26-32
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] スチフナ付H形断面鉛直ハンチ梁の塑性変形能力2021
- Author(s)
  福田拓人, 五十嵐規矩夫, 三井和也
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: Vol. 29 Pages: 334-340
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] BUCKLING STRENGTH AND BEHAVIOR OF ELASTIC LOCAL BUCKLING FOR COLD-FORMED CHANNEL MEMBER UNDER COMPRESSION2021
- Author(s)
  MITSUI Kazuya、IKARASHI Kikuo
- Journal Title
  
  Journal of Structural and Construction Engineering (Transactions of AIJ)
  
  Volume: 86 Issue: 790 Pages: 1685-1692
- DOI
  10.3130/aijs.86.1685
- NAID
  130008123075
- ISSN
  1340-4202, 1881-8153
- Year and Date
  2021-12-01
- Language
  Japanese
- Peer Reviewed / Open Access
- Data Source
  KAKENHI-PROJECT-20H02294, KAKENHI-PROJECT-20K14868
[Journal Article] Distortional Buckling of Cold-Formed Channel Member under Compression2021
- Author(s)
  Kazuya Mitsui, Kikuo Ikarashi, Tomoki Kobashi, Ryohei Kuwada
- Journal Title
  
  Proceedings of the 22nd Taiwan-Japan-Korea Joint Seminar on Earthquake Engineering for Building Structures
  
  Volume: EEBUS 2021 Pages: 126-135
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] Theoretical Analysis of Elastic Local Buckling for H-Shaped Beams Subjected to End Moments and Uniformly Distributed Load2021
- Author(s)
  Tomoki Nakano, Kikuo Ikarashi, Kazuya Mitsui
- Journal Title
  
  Proceedings of the 22nd Taiwan-Japan-Korea Joint Seminar on Earthquake Engineering for Building Structures
  
  Volume: EEBUS 2021 Pages: 145-154
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] 曲げと等分布荷重を受けるH形断面梁ウェブの弾性局部座屈性状2021
- Author(s)
  中野友貴, 五十嵐規矩夫, 三井和也
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: Vol. 29 Pages: 384-392
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] Elastic Web Buckling Stress and Ultimate Strength of H-Section Beams Dominated by Web Buckling2020
- Author(s)
  Ma Jiaxing、Wang Tao、Wang Yinhui、Ikarashi Kikuo
- Journal Title
  
  Mathematical Problems in Engineering
  
  Volume: 2020 Pages: 1-18
- DOI
  10.1155/2020/3097062
- Peer Reviewed / Open Access / Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] 上フランジ拘束したH形断面梁の座屈性状に及ぼす横補剛材の影響2020
- Author(s)
  影澤泰人, 五十嵐規矩夫, 三井和也, 内田衞, 伊藤冬樹
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 28 Pages: 786-793
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] ELASTIC SHEAR BUCKLING STRENGTH OF L-SHAPED BEAM-TO-COLUMN JOINT PANELS COMPOSED WITH I-SHAPED MEMBERS2020
- Author(s)
  IKARASHI Kikuo、UTSUKI Yuichi、MITSUI Kazuya
- Journal Title
  
  Journal of Structural and Construction Engineering (Transactions of AIJ)
  
  Volume: 85 Issue: 771 Pages: 759-769
- DOI
  10.3130/aijs.85.759
- NAID
  130007849493
- ISSN
  1340-4202, 1881-8153
- Language
  Japanese
- Peer Reviewed / Open Access
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] 弾性支持平板の座屈耐力算定法のサンドイッチパネルへの適用2020
- Author(s)
  光廣日向子, 五十嵐規矩夫, 三井和也
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 28 Pages: 895-901
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] EFFECT OF SURROUNDING FRAME MEMBERS ON BUCKLING BEHAVIOR OF STEEL SHEAR WALL RESTRAINED BY STIFFENER2020
- Author(s)
  五十嵐規矩夫，下村隼人，安永準平，植木卓也，小野潤一郎，大山翔也
- Journal Title
  
  Journal of Structural and Construction Engineering (Transactions of AIJ)
  
  Volume: 85 Issue: 767 Pages: 141-150
- DOI
  10.3130/aijs.85.141
- NAID
  130007792088
- ISSN
  1340-4202, 1881-8153
- Language
  Japanese
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-17H03338
[Journal Article] BUCKLING BEHAVIOR OF H-SHAPED BEAM WITH CONTINUOUS RESTRAINT INSTALLED TRANSVERSE STIFFENERS AND METHOD FOR DECIDING STIFFENING POSITION2020
- Author(s)
  IGAWA Naoki、IKARASHI Kikuo、MITSUI Kazuya
- Journal Title
  
  Journal of Structural and Construction Engineering (Transactions of AIJ)
  
  Volume: 85 Issue: 777 Pages: 1491-1501
- DOI
  10.3130/aijs.85.1491
- NAID
  130007946180
- ISSN
  1340-4202, 1881-8153
- Language
  Japanese
- Peer Reviewed / Open Access
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] EVALUATION METHOD OF ULTIMATE STRENGTH FOR L-SHAPED BEAM-TO-COLUMN JOINT PANELS COMPOSED WITH I-SHAPED MEMBERS2020
- Author(s)
  IKARASHI Kikuo、UTSUKI Yuichi、MITSUI Kazuya、MAKINO Yuta、YAMADA Kaoru
- Journal Title
  
  Journal of Structural and Construction Engineering (Transactions of AIJ)
  
  Volume: 85 Issue: 774 Pages: 1079-1089
- DOI
  10.3130/aijs.85.1079
- NAID
  130007892881
- ISSN
  1340-4202, 1881-8153
- Language
  Japanese
- Peer Reviewed / Open Access
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] Effect of surrounding frame members on the buckling behavior of steel shear walls restrained by stiffeners2020
- Author(s)
  Ikarashi Kikuo、Shimomura Hayato、Yasunaga Jumpei、Ueki Takuya、Ono Junichiro、Ohyama Tatsuya
- Journal Title
  
  JAPAN ARCHITECTURAL REVIEW
  
  Volume: 3 Issue: 4 Pages: 481-495
- DOI
  10.1002/2475-8876.12162
- NAID
  130007792088
- Peer Reviewed / Open Access
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] BUCKLING BEHAVIOR OF WEB STIFFENED BY LONGITUDINAL STIFFENERS AND DESIGN METHOD FOR LONGITUDINAL STIFFENERS2020
- Author(s)
  IKARASHI Kikuo、IGAWA Naoki、YANAGISHITA Yoshihiro、MITSUI Kazuya
- Journal Title
  
  Journal of Structural and Construction Engineering (Transactions of AIJ)
  
  Volume: 85 Issue: 773 Pages: 957-967
- DOI
  10.3130/aijs.85.957
- NAID
  130007881996
- ISSN
  1340-4202, 1881-8153
- Language
  Japanese
- Peer Reviewed / Open Access
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] LOCAL BUCKLING STRENGTH AND PLASTIC DEFORMATION CAPACITY OF VERTICAL HAUNCH H-SHAPED BEAM UNDER SHEAR BENDING2020
- Author(s)
  ISHIDA Wataru、IKARASHI Kikuo、MITSUI Kazuya
- Journal Title
  
  Journal of Structural and Construction Engineering (Transactions of AIJ)
  
  Volume: 85 Issue: 778 Pages: 1655-1665
- DOI
  10.3130/aijs.85.1655
- NAID
  130007964199
- ISSN
  1340-4202, 1881-8153
- Language
  Japanese
- Peer Reviewed / Open Access
- Data Source
  KAKENHI-PROJECT-20H02294
[Journal Article] 端モーメント及び等分布荷重を受けるH形断面梁の弾性横座屈耐力2019
- Author(s)
  篠原大貴，五十嵐規矩夫
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 27 Pages: 141-146
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-17H03338
[Journal Article] 曲げせん断力を受ける鉛直ハンチ梁H形断面梁の弾性局部座屈耐力2019
- Author(s)
  石田渉，五十嵐規矩夫
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 27 Pages: 129-134
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-17H03338
[Journal Article] 八角形中空断面部材の実挙動を考慮した塑性変形性能評価2019
- Author(s)
  八馬秀，和田直大，五十嵐規矩夫，岡田忠義
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 27 Pages: 147-152
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-17H03338
[Journal Article] ELASTIC LOCAL BUCKLING STRENGTH AND MAXIMUM STRENGTH OF RECTANGULAR SECTION MEMBERS WHICH WERE LOADED COMPRESSION AND BENDING2019
- Author(s)
  小橋知季，五十嵐規矩夫，清水信孝
- Journal Title
  
  Journal of Structural and Construction Engineering (Transactions of AIJ)
  
  Volume: 84 Issue: 755 Pages: 97-107
- DOI
  10.3130/aijs.84.97
- NAID
  130007584591
- ISSN
  1340-4202, 1881-8153
- Language
  Japanese
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-17H03338
[Journal Article] リップ溝形鋼を用いた薄板軽量形鋼組立梁の座屈性状2019
- Author(s)
  渡辺茜，五十嵐規矩夫，高橋大夢
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 27 Pages: 497-503
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-17H03338
[Journal Article] H形断面梁の横座屈性状に及ぼす上フランジ拘束条件の影響2018
- Author(s)
  五十嵐規矩夫，佐野達彦
- Journal Title
  
  日本建築学会構造系論文集
  
  Volume: 749 Pages: 1063-1073
- NAID
  130007426035
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-17H03338
[Journal Article] 端部境界条件を考慮した薄板軽量リップ溝形断面梁の座屈性状2018
- Author(s)
  増田宏斗，五十嵐規矩夫，久保田大貴
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 20 Pages: 89-96
- NAID
  200000371081
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-17H03338
[Journal Article] 上フランジ完全拘束H形断面梁に対する中間スチフナ補剛2018
- Author(s)
  井川直大，五十嵐規矩夫
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 20 Pages: 69-74
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-17H03338
[Journal Article] 表裏交差形式でスチフナ補剛された鋼板耐震壁の簡易設計法2018
- Author(s)
  安永隼平，植木卓也，村上行夫，小野潤一郎，木村征也，大山翔也，五十嵐規矩夫
- Journal Title
  
  日本建築学会構造系論文集
  
  Volume: 743 Pages: 191-199
- NAID
  130006321899
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-17H03338
[Journal Article] 上フランジを連続拘束されたH形断面梁の崩壊形式と塑性変形性能2018
- Author(s)
  五十嵐規矩夫，大西佑樹，佐野達彦
- Journal Title
  
  日本建築学会構造系論文集
  
  Volume: 745 Pages: 491-501
- NAID
  130006588612
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-17H03338
[Journal Article] 曲げせん断力を受ける幅厚比の大きなH形断面梁の座屈後耐力2018
- Author(s)
  中嶋洋介，五十嵐規矩夫
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 20 Pages: 51-56
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-17H03338
[Journal Article] 繰返し曲げせん断力を受けるH形断面テーパー梁の座屈形式と塑性変形性能2017
- Author(s)
  五十嵐規矩夫，吉澤克仁，長谷川龍太
- Journal Title
  
  日本建築学会構造系論文集
  
  Volume: 735 Pages: 723-733
- NAID
  200000001696
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-17H03338
[Journal Article] 溝形断面突出フランジの面内曲げにおける安定性2017
- Author(s)
  屋比久竜史，五十嵐規矩夫
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 25 Pages: 227-232
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-17H03338
[Journal Article] 面外曲げを受ける鋼板サンドイッチパネルの弾性座屈耐力2017
- Author(s)
  五十嵐規矩夫，稲葉澄
- Journal Title
  
  日本建築学会構造系論文
  
  Volume: 82 Pages: 475-483
- NAID
  200000373365
- Peer Reviewed / Acknowledgement Compliant
- Data Source
  KAKENHI-PROJECT-26289189
[Journal Article] フラッシュ形エンドプレート接合形式を有するH形断面梁の崩壊挙動と横座屈耐力推定法2017
- Author(s)
  松原宏志，高橋順一，池口義治，五十嵐規矩夫
- Journal Title
  
  日本建築学会構造系論文集
  
  Volume: 740 Pages: 1675-1685
- NAID
  130006187008
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-17H03338
[Journal Article] 表裏交差形式でスチフナ補剛された鋼板の弾性座屈耐力2017
- Author(s)
  下村隼人，五十嵐規矩夫
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 25 Pages: 898-903
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-17H03338
[Journal Article] リップ溝形鋼を用いた薄板軽量形鋼組立圧縮材の弾性座屈耐力2016
- Author(s)
  五十嵐規矩夫，高橋大夢，小橋知季
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 24 Pages: 830-835
- NAID
  200000371044
- Peer Reviewed / Acknowledgement Compliant
- Data Source
  KAKENHI-PROJECT-26289189
[Journal Article] 基本的荷重条件下における波板円筒の弾性座屈性状2014
- Author(s)
  五十嵐規矩夫，横山佳史
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 22 Pages: 728-733
- NAID
  40020487848
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-26289189
[Journal Article] H形断面柱の最大耐力及び塑性変形能力評価2013
- Author(s)
  五十嵐規矩夫, 長谷川龍太
- Journal Title
  
  鋼構造シンポジウム, 鋼構造年次論文報告集
  
  Volume: Vol.21 Pages: 333-338
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] H形断面柱の最大耐力及び塑性変形能力評価2013
- Author(s)
  五十嵐規矩夫,長谷川龍太
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 21 Pages: 333-338
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] H形断面梁の局部座屈性状に及ぼす梁端部形式の影響2013
- Author(s)
  五十嵐規矩夫,稲葉澄
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 21 Pages: 339-344
- NAID
  40020244811
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] 不均等曲げせん断力を受ける中立軸補剛平板の弾性座屈耐力2013
- Author(s)
  五十嵐規矩夫, 柳下義博
- Journal Title
  
  鋼構造シンポジウム, 鋼構造年次論文報告集
  
  Volume: Vol.21 Pages: 353-358
- NAID
  40020244813
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] 曲げせん断力を受けるH 形断面テーパー梁の応力度分布と弾性局部座屈耐力2013
- Author(s)
  五十嵐規矩夫, 吉澤克仁
- Journal Title
  
  日本建築学会構造系論文集
  
  Volume: Vol. 78, No.688 Pages: 1139-1148
- NAID
  200000382195
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] 不均等曲げせん断力を受ける中立軸補剛平板の弾性座屈耐力2013
- Author(s)
  五十嵐規矩夫,柳下義博
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 21 Pages: 353-358
- NAID
  40020244813
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] 曲げせん断力を受けるH形断面テーパー梁の応力度分布と弾性局部座屈耐力2013
- Author(s)
  五十嵐規矩夫,吉澤克仁
- Journal Title
  
  日本建築学会構造系論文集
  
  Volume: 78 Pages: 1139-1148
- NAID
  200000382195
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] 曲げせん断力を受けるH 形断面テーパー梁の弾性横座屈耐力2013
- Author(s)
  五十嵐規矩夫, 吉澤克仁
- Journal Title
  
  日本建築学会構造系論文集
  
  Volume: Vol.78, No.690 Pages: 1493-1501
- NAID
  200000382302
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] 曲げせん断力を受けるH形断面テーパー梁の弾性横座屈耐力2013
- Author(s)
  五十嵐規矩夫,吉澤克仁
- Journal Title
  
  日本建築学会構造系論文集
  
  Volume: 78 Pages: 1493-1501
- NAID
  200000382302
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] Elastic Local Buckling Strength of Taperd H-shaped Cantilever Beams2012
- Author(s)
  Katsuhito Yoshizawa, Kikuo Ikarashi
- Journal Title
  
  Applied Mechanics and Materials
  
  Volume: 166-169 Pages: 1033-1039
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] 繰返し曲げせん断力を受けるH形断面梁の連成座屈挙動と塑性変形能力2012
- Author(s)
  五十嵐規矩夫, 末國良太, 鞆伸之
- Journal Title
  
  日本建築学会構造系論文集
  
  Volume: Vol. 77 Pages: 1319-1328
- NAID
  200000356875
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] Elastic Local Buckling Strength of Taperd H-shaped Cantilever Beams2012
- Author(s)
  K. Yoshizawa, K. Ikarashi
- Journal Title
  
  2nd International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2012), Applied Mechanics and Materials , Trans Tech Publications
  
  Volume: Vol.166-169 Pages: 1033-1039
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] Evaluation of plastic deformation capacity of H-shaped steel beams with new value of plate slenderness2012
- Author(s)
  K. Ikarashi, R. Suekuni, T. Shinohara, T. Wang
- Journal Title
  
  Stessa 2012, Behaviour of Steel Structures in Seismic Areas
  
  Pages: 599-606
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] 上フランジを連続拘束されたH形断面梁の弾性座屈性状2012
- Author(s)
  五十嵐規矩夫, 大西佑樹
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 20 Pages: 717-722
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] Elastic Buckling Behavior of H-Shaped Beams with Continuous Restraint on Upper Flange2012
- Author(s)
  Yuki Ohnishi, Kikuo Ikarashi
- Journal Title
  
  Proceeding of the 6th International Conference on Coupled Instabilities in Metal Structures
  
  Volume: 1 Pages: 231-238
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] Elastic Buckling Behavior of H-Shaped Beams with Continuous Restraint on Upper Flange, Coupled Instabilities in Metal Structures2012
- Author(s)
  Y. Ohnishi, K. Ikarashi
- Journal Title
  
  Proceeding of the 6th International Conference on Coupled Instabilities in Metal Structures
  
  Pages: 231-238
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] Cyclic Behavior of High Strength Steel H-shaped Beam2012
- Author(s)
  T. Shinohara, R. Suekuni, K. Ikarashi
- Journal Title
  
  2nd International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2012), Applied Mechanics and Materials , Trans Tech Publications
  
  Volume: Vol.174-177 Pages: 159-165
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] EVALUATION OF PLASTIC DEFORMATION CAPACITY OF H-SHAPED STEEL BEAMS WITH THE NEWLY LIMITATION VALUE OF PLATE SLENDERNESS2012
- Author(s)
  Kikuo Ikarashi, Tao Wang, Ryota Suekuni, Takuma Shinohara
- Journal Title
  
  JOINT CONFERENCE PROCEEDINGS 9th International Conference on Urban Earthquake Engineering/ 4th Asia Conference on Earthquake Engineering
  
  Volume: 1 Pages: 1009-1014
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] Cyclic Behavior of High Strength Steel H-shaped Beam2012
- Author(s)
  Takuma Shinohara, Ryota Suekuni, Kikuo Ikarashi
- Journal Title
  
  Applied Mechanics and Materials
  
  Volume: 174-177 Pages: 159-165
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] 繰返し曲げせん断力を受けるH 形断面梁の連成座屈挙動と塑性変形能力2012
- Author(s)
  五十嵐規矩夫, 末國良太, 鞆伸之
- Journal Title
  
  日本建築学会構造系論文集
  
  Volume: Vol.77, No.678 Pages: 1319-1328
- NAID
  200000356875
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] H形断面梁の横座屈耐力算定のための諸係数2011
- Author(s)
  五十嵐規矩夫, 鞆伸之, 王韜
- Journal Title
  
  鋼構造年次論文報告集
  
  Volume: 19 Pages: 221-228
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] 鋼構造H 形断面梁の耐力及び塑性変形能力評価のための新規幅厚比指標と幅厚比区分2011
- Author(s)
  五十嵐規矩夫, 末國良太, 篠原卓馬, 王韜
- Journal Title
  
  日本建築学会構造系論文集
  
  Volume: Vol.76, No.668 Pages: 1865-1872
- NAID
  200000357108
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] H形断面梁の横座屈耐力に与える端部境界条件及びモーメント勾配の影響係数2011
- Author(s)
  五十嵐規矩夫, 鞆伸之, 王韜
- Journal Title
  
  日本建築学会構造系論文集
  
  Volume: 76 Pages: 2173-2181
- NAID
  200000357332
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] H 形断面梁の横座屈耐力に与える端部境界条件及びモーメント勾配の影響係数2011
- Author(s)
  五十嵐規矩夫, 鞆伸之, 王韜
- Journal Title
  
  日本建築学会構造系論文集
  
  Volume: Vol.76, No.670 Pages: 2173-2181
- NAID
  200000357332
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23360242
[Journal Article] Hysteretic Behaviour of Thin Web Plate under Cyclic Bending-Shear Loading2009
- Author(s)
  Kikuo Ikarashi
- Journal Title
  
  Sixth International Conference on Urban Earthquake Engineering 6
  
  Pages: 681-691
- Data Source
  KAKENHI-PROJECT-18560543
[Journal Article] Hysteretic Behaviour of Thin Web Plate under Cyclic Bending-Shear Loading2009
- Author(s)
  Kikuo Ikarashi
- Journal Title
  
  Sixth International Conference on Urban Earthquake Engineering Vol.6
  
  Pages: 681-691
- Data Source
  KAKENHI-PROJECT-18560543
[Journal Article] 薄板のせん断座屈後繰返し履歴挙動の特性とその要因2008
- Author(s)
  五十嵐規矩夫
- Journal Title
  
  鋼構造年次論文報告集第16巻
  
  Pages: 21-28
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-18560543
[Journal Article] 薄板のせん断座屈後繰返し履歴挙動の特性とその要因2008
- Author(s)
  五十嵐規矩夫
- Journal Title
  
  鋼構造年次論文報告集 16
  
  Pages: 21-28
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-18560543
[Presentation] 鋼板サンドイッチパネル芯材のせん断試験2023
- Author(s)
  古田湧輝人, 五十嵐規矩夫
- Organizer
  日本建築学会大会(近畿)
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 偏心圧縮力を受ける冷間成形リップ溝形断面部材の座屈挙動と最大耐力2023
- Author(s)
  槇枝諒祐, 三井和也, 五十嵐規矩夫
- Organizer
  日本建築学会大会(近畿)
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 様々な水平繰返し荷重を受ける矩形中空断面部材の耐力劣化挙動2023
- Author(s)
  Itsuki Matsumoto, Kazuya Mitsui, KIKUO IKARASHI
- Organizer
  第16回地震工学シンポジウム
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 曲げせん断を受けるドリルねじの力学的性能に関する研究2023
- Author(s)
  桑田涼平, 小橋知季, 五十嵐規矩夫, 三井和也, 拝形英郎
- Organizer
  日本建築学会大会(近畿)
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 端モーメントと等分布荷重を受ける上フランジ拘束H 形断面梁の塑性変形能力2023
- Author(s)
  五十嵐規矩夫, 中野友貴, 三井和也
- Organizer
  日本建築学会大会(近畿)
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] ウェブ幅厚比の大きいＨ形断面梁における縦スチフナ補剛が塑性変形性能に及ぼす影響その３：補剛範囲に貫通孔を有する梁の載荷実験2023
- Author(s)
  安永隼平, 金崎信太郎, 植戸あや香, 植木卓也, 木村征也, 平井健一, 佐野航, 五十嵐規矩夫
- Organizer
  日本建築学会大会(近畿)
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 軸圧縮が作用するリップ溝形鋼におけるリップの座屈係数の評価式2023
- Author(s)
  小橋知季, 三井和也, 桑田涼平, 五十嵐規矩夫
- Organizer
  日本建築学会大会(近畿)
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 有限要素法による引張力を受ける山形断面ボルト接合部耐力の検討2023
- Author(s)
  拝形英郎, 五十嵐規矩夫, 三井和也
- Organizer
  日本建築学会大会(近畿)
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] ウェブ幅厚比の大きいＨ形断面梁における縦スチフナ補剛が塑性変形性能に及ぼす影響その４：補剛範囲に貫通孔を有する梁のFEM 解析2023
- Author(s)
  金崎信太郎, 安永隼平, 植戸あや香, 植木卓也, 木村征也, 平井健一, 佐野航, 五十嵐規矩夫
- Organizer
  日本建築学会大会(近畿)
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 定変位繰返し振幅がH 形断面梁の崩壊形式に及ぼす影響2023
- Author(s)
  森光士郎, 五十嵐規矩夫, 三井和也, 木村征也, 内田護, 二階堂雅人, 桑田涼平
- Organizer
  日本建築学会大会(近畿)
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 箱形断面部材の座屈を伴う変形挙動の解析精度に及ぼす材料構成則とその定数による影響2023
- Author(s)
  定慶一郎, 松本樹, 三井和也, 五十嵐規矩夫
- Organizer
  日本建築学会大会(近畿)
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 端モーメントと等分布荷重を受ける上フランジ拘束H 形断面梁の弾性座屈2023
- Author(s)
  中野友貴, 五十嵐規矩夫, 三井和也
- Organizer
  日本建築学会大会(近畿)
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 薄板軽量形鋼ドリルねじ接合部の一面せん断実験2023
- Author(s)
  三井和也, 五十嵐規矩夫, 拝形英郎, 桑田涼平, 小橋知季
- Organizer
  日本建築学会大会(近畿)
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 高強度鋼材の素材繰返し試験結果を用いた材料構成則の定数同定2023
- Author(s)
  松本樹, 三井和也, 五十嵐規矩夫
- Organizer
  日本建築学会大会(近畿)
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] INVESTIGATION ON BOLTED CONNECTION STRENGTH OF BRACE MEMBERS UNDER TENSILE FORCES2023
- Author(s)
  Hideo Haikata, Kikuo Ikarashi, Kazuya Mitsui
- Organizer
  The 24th Korea-Japan-Taiwan Joint Seminar on Earthquake Engineering for Building Structures (SEEBUS)
- Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 端部曲げと等分布荷重による曲げを受ける H 形断面梁ウェブの弾性局部座屈耐力2022
- Author(s)
  中野友貴, 五十嵐規矩夫, 三井和也
- Organizer
  日本建築学会大会（北海道）
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 圧縮力を受ける冷間成形リップ溝形断面部材の端部境界条件を考慮した最大耐力評価2022
- Author(s)
  桑田涼平, 五十嵐規矩夫, 三井和也, 小橋知季, 光廣日向子
- Organizer
  日本建築学会大会（北海道）
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 幅厚比の大きな角形鋼管柱の当板補剛による補剛効果に関する基礎的研究その 2：有限要素法解析2022
- Author(s)
  木下尭之, 佐藤由悟, 五十嵐規矩夫
- Organizer
  日本建築学会大会（北海道）
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 水平スチフナにより梁両部材端を部分的に補剛した H 形断面梁の弾性横座屈耐力2022
- Author(s)
  福田拓人, 三井和也, 五十嵐規矩夫
- Organizer
  日本建築学会大会（北海道）
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 幅厚比の大きな角形鋼管柱の当板補剛による補剛効果に関する基礎的研究その 1：曲げ試験2022
- Author(s)
  佐藤由悟, 木下尭之, 五十嵐規矩夫
- Organizer
  日本建築学会大会（北海道）
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 引張力を受ける山形断面組立材のボルト接合部耐力に及ぼすつづり形式の影響2022
- Author(s)
  拝形英郎, 五十嵐規矩夫, 三井和也
- Organizer
  日本建築学会大会（北海道）
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] Effect of Loading Protocol on Hysteretic Response and Stiffness Deterioration of Steel Hollow Structural Section Columns2022
- Author(s)
  Itsuki Matsumoto, Kazuya Mitsui, Kikuo Ikarashi
- Organizer
  The 23nd Taiwan - Korea - Japan Joint Seminar on Earthquake Engineering for Building Structures SEEBUS2022
- Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] Elastic Local Buckling Strength of Wide Flange Beams Web Subjected to End Moment and Distributed Load2022
- Author(s)
  Tomoki Nakano, Kikuo Ikarashi, Kazuya Mitsui
- Organizer
  The 2022 edition of the International Colloquium on Stability and Ductility of Steel Structures (SDSS 2022)
- Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] Effect of Assembly Types on Bolted Connection Strength Consist of Built-up Angle Members under Monotonic Tensile Force2022
- Author(s)
  Hideo Haikata, Kikuo Ikarashi, Kazuya Mitsui
- Organizer
  The 23nd Taiwan - Korea - Japan Joint Seminar on Earthquake Engineering for Building Structures SEEBUS2022
- Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 圧縮力を受ける冷間成形リップ溝形断面部材の最大耐力と崩壊形式2022
- Author(s)
  大畑朋也, 五十嵐規矩夫, 光廣日向子, 三井和也, 小橋知季, 桑田涼平
- Organizer
  日本建築学会大会（北海道）
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 圧縮力を受ける冷間成形リップ溝形断面部材の弾性座屈耐力に及ぼす端部境界条件の影響2022
- Author(s)
  光廣日向子, 五十嵐規矩夫, 三井和也, 小橋知季, 桑田涼平
- Organizer
  日本建築学会大会（北海道）
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] せん断力を受ける平行四辺形パネルウェブの弾性せん断座屈耐力2022
- Author(s)
  荒谷智将, 三井和也, 五十嵐規矩夫
- Organizer
  日本建築学会大会（北海道）
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 強軸周りの一様曲げを受ける溝形断面部材の弾性座屈耐力2022
- Author(s)
  三井和也, 五十嵐規矩夫
- Organizer
  日本建築学会大会（北海道）
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 高強度鋼を用いた溶接組立箱形断面部材の繰返し履歴性状,2022
- Author(s)
  林健仁, 三井和也, 五十嵐規矩夫
- Organizer
  日本建築学会大会（北海道）
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 上フランジに対する連続拘束条件がＨ形断面梁の塑性変形性能に及ぼす影響2022
- Author(s)
  影澤泰人, 五十嵐規矩夫, 三井和也, 木村征也, 内田衞, 平井健太, 髙田武之, 伊藤冬樹
- Organizer
  日本建築学会大会（北海道）
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 薄板軽量形溝形断面部材の許容応力度設計法に関する一検討2021
- Author(s)
  光廣日向子, 五十嵐規矩夫, 三井和也, 小橋知季, 桑田涼平
- Organizer
  日本建築学会大会学術講演梗概集
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 曲げせん断力を受けるスチフナ付きH形断面鉛直ハンチ梁の塑性変形能力2021
- Author(s)
  福田拓人, 五十嵐規矩夫, 三井和也
- Organizer
  日本建築学会大会学術講演梗概集
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 端モーメントおよび等分布荷重を受けるH形断面梁ウェブの弾性局部座屈性状2021
- Author(s)
  中野友貴, 五十嵐規矩夫, 三井和也
- Organizer
  日本建築学会大会学術講演梗概集
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 圧縮力が作用する薄板軽量形鋼のゆがみ座屈耐力に関する研究2021
- Author(s)
  三井和也, 五十嵐規矩夫, 小橋知季, 桑田涼平
- Organizer
  日本建築学会大会学術講演梗概集
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 引張力を受ける偏心接合された薄板鋼構造部材のボルト接合部耐力2021
- Author(s)
  永里和真, 五十嵐規矩夫, 三井和也, 川端洋介.
- Organizer
  日本建築学会大会学術講演梗概集
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 圧縮力を受けるリップ溝形断面部材の座屈性状に及ぼす幾何学的初期不整の影響2021
- Author(s)
  渡辺茜, 五十嵐規矩夫, 三井和也, 小橋知季
- Organizer
  日本建築学会大会学術講演梗概集
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 上フランジを連続完全拘束されたH形断面梁の塑性変形性能評価2021
- Author(s)
  影澤泰人, 五十嵐規矩夫, 三井和也, 木村征也, 内田衛, 平井健太, 高田武之, 伊藤冬樹
- Organizer
  日本建築学会大会学術講演梗概集
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 軸力と曲げせん断力を受ける閉断面部材の幅厚比制限値2021
- Author(s)
  五十嵐規矩夫, 八馬秀, 三井和也
- Organizer
  日本建築学会大会学術講演梗概集
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 軸力と曲げせん断力を受ける円形中空断面部材の弾性局部座屈耐力と塑性変形性能2021
- Author(s)
  八馬秀, 五十嵐規矩夫, 三井和也
- Organizer
  日本建築学会大会学術講演梗概集
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] Lateral Buckling Strength and Deformation Capacity of H-Shaped Tapered Beams with Restraint2021
- Author(s)
  An Tongheng, Ikarashi Kikuo, Mitsui Kazuya
- Organizer
  日本建築学会大会学術講演梗概集
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 上フランジを水平連続拘束されたH形断面梁の座屈性状に及ぼす横補剛材の影響2020
- Author(s)
  影澤泰人, 五十嵐規矩夫, 三井和也, 木村征也, 内田衞, 平井健太, 髙田武之, 伊藤冬樹
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] せん断曲げを受ける円形断面部材の局部座屈耐力と塑性変形性能2020
- Author(s)
  八馬秀, 五十嵐規矩夫, 三井和也
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 曲げせん断力を受けるH形断面鉛直ハンチ梁の最大耐力と塑性変形能力2020
- Author(s)
  石田渉, 五十嵐規矩夫, 三井和也
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 応力勾配を有する軸方向力下にある弾性支持平板の座屈性状とその応用2020
- Author(s)
  光廣日向子, 五十嵐規矩夫, 三井和也
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 有限要素法による山形鋼ボルト接合部耐力の検討2020
- Author(s)
  永里和真, 五十嵐規矩夫, 三井和也, 川端洋介
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 軸圧縮される薄板軽量リップ溝形鋼の座屈性状に関する実験的検討2020
- Author(s)
  渡辺茜, 三井和也, 五十嵐規矩夫, 小橋知季
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 軸圧縮される薄板軽量リップ溝形鋼の座屈性状に与える形状初期不整の影響2020
- Author(s)
  三井和也, 渡辺茜, 五十嵐規矩夫, 小橋知季
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 曲げせん断力を受けるH形断面鉛直ハンチ梁のウェブ内梁せい方向直応力度分布2020
- Author(s)
  五十嵐規矩夫, 石田渉, 三井和也
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] ウェブ幅厚比の大きいH形断面梁における縦スチフナ補剛が塑性変形性能に及ぼす影響その1:載荷実験による検討2020
- Author(s)
  田村淳一, 安永隼平, 植戸あや香, 植木卓也, 村上行夫, 小野潤一郎, 木村征也, 安藤顕祐, 五十嵐規矩夫, 大山翔也
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 上フランジ連続完全拘束Ｈ形断面梁の弾性横座屈耐力に及ぼす中間スチフナ補剛の影響2020
- Author(s)
  井川直大, 五十嵐規矩夫, 三井和也
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] Lateral Buckling Strength of H-Shaped Tapered Beam under Shear Bending2020
- Author(s)
  Tongheng An, KIKUO IKARASHI, Kazuya Mitsui
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] ウェブ幅厚比の大きいH形断面梁における縦スチフナ補剛が塑性変形性能に及ぼす影響その2:FEM解析による検討2020
- Author(s)
  金崎信太郎, 安永隼平, 植戸あや香, 植木卓也, 村上行夫, 小野潤一郎, 木村征也, 安藤顕祐, 五十嵐規矩夫, 大山翔也
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-20H02294
[Presentation] 等曲げを受ける薄板軽量リップ溝形断面梁の弾性座屈応力度に与える上フランジ拘束度合いの影響2019
- Author(s)
  増田宏斗，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演会
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] Effect of Stiffener Position on Buckling Behavior of H-Shaped Steel Beam with Upper Flange Restraint2019
- Author(s)
  Igawa, Naoki; Ikarashi, Kikuo
- Organizer
  THE INTERNATIONAL COLLOQUIUM ON STABILITY AND DUCTILITY OF STEEL STRUCTURES
- Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 端モーメントおよび等分布荷重を受けるH形断面梁の弾性横座屈耐力2019
- Author(s)
  篠原大貴，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演会
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 横座屈を生じる上フランジ連続拘束H形断面梁の中間スチフナ補剛に関する基礎的検討2019
- Author(s)
  井川直大，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演会
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] PREDICTION METHODS OF POST LATERAL-BUCKLING MOMENT-ROTATION RELATIONSHIPS OF H-SHAPED BEAMS SUBJECTED TO MOMENT AT ONE END2019
- Author(s)
  H. Matsubara, K. Ikarashi
- Organizer
  12th Pacific Structural Steel Conference
- Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] Elastic buckling strength of lipped channel section beams restrained on upper flange subjected to bending2019
- Author(s)
  Masuda, Hiroto; Ikarashi, Kikuo
- Organizer
  THE INTERNATIONAL COLLOQUIUM ON STABILITY AND DUCTILITY OF STEEL STRUCTURES
- Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 境界条件を考慮したH形断面梁の横座屈後挙動の予測方法　その１最大耐力前後の横座屈挙動と横曲げ応力2019
- Author(s)
  山本篤志，松原宏志，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演会
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 逆対称曲げを受ける薄板軽量リップ溝形鋼組立梁の座屈性状2019
- Author(s)
  渡辺茜，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演会
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] Local Buckling Strength of Vertical Haunch H-Shaped Beam Under Shear Bending2019
- Author(s)
  Ishida, Wataru; Ikarashi, Kikuo
- Organizer
  THE INTERNATIONAL COLLOQUIUM ON STABILITY AND DUCTILITY OF STEEL STRUCTURES
- Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 周辺縦枠部材がスチフナ補剛された鋼板耐震壁の弾塑性挙動に及ぼす影響2019
- Author(s)
  五十嵐規矩夫，下村隼人，安永隼平，小野潤一郎，大山翔也
- Organizer
  日本建築学会大会学術講演会
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 境界条件を考慮したH形断面梁の横座屈後挙動の予測方法　その２捩じれ回転角と横変位の予測方法2019
- Author(s)
  松原宏志，山本篤志，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演会
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 曲げせん断力を受けるウェブ幅厚比の大きなH形断面梁の弾性座屈後挙動および最大耐力算定法2019
- Author(s)
  中嶋洋介，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演会
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 曲げせん断力を受ける鉛直ハンチH形断面梁の弾性局部座屈耐力2019
- Author(s)
  石田渉，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演会
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 表裏交差形式でスチフナ補剛された鋼板耐震壁の弾性座屈耐力算定方法2019
- Author(s)
  下村隼人，五十嵐規矩夫，安永隼平，小野潤一郎，大山翔也
- Organizer
  日本建築学会大会学術講演会
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] Elastic Buckling Strength of H-shaped Beams Subjected to End Moment and Uniformly Distributed Load2019
- Author(s)
  Shinohara, Daiki; Ikarashi, Kikuo
- Organizer
  THE INTERNATIONAL COLLOQUIUM ON STABILITY AND DUCTILITY OF STEEL STRUCTURES
- Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 境界条件を考慮したH形断面梁の横座屈後の荷重変形関係の予測方法その 1 横座屈後の挙動と抵抗モデル2018
- Author(s)
  松原宏志，大島千鶴，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 境界条件を考慮したH形断面梁の横座屈後の荷重変形関係の予測方法その 2 抵抗モデルの検証2018
- Author(s)
  大島千鶴，松原宏志，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 上フランジを拘束されたリップ溝形断面梁の曲げせん断力作用下における弾性座屈性状2018
- Author(s)
  増田宏斗，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] Stability of Flange Plate Elements Subjected to In-Plane Bending2018
- Author(s)
  Tatsufumi Yabiku, Kikuo Ikarashi
- Organizer
  Thin-Wall Structures, ICTWS2018
- Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 上フランジを完全拘束されたH 形断面梁の座屈性状に及ぼすスチフナ補剛位置の影響2018
- Author(s)
  井川直大，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 上フランジ拘束条件がH 形断面梁の横座屈挙動に及ぼす影響2018
- Author(s)
  佐野達彦，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] Strength of H-Shaped Beams with Large Web Depth-Thickness Ratio under Bending-Shear2018
- Author(s)
  Yosuke Nakajima, Kikuo Ikarashi
- Organizer
  Thin-Wall Structures, ICTWS2018
- Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 薄板軽量リップ溝形鋼組立圧縮材の局部座屈性状に与える端部境界条件の影響2018
- Author(s)
  高橋大夢，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 曲げせん断力を受けるウェブ幅厚比の大きなH形断面梁の座屈後耐力2018
- Author(s)
  中嶋洋介，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 曲げせん断力を受ける梁端部水平ハンチ付きH形断面梁の弾性局部座屈性状2018
- Author(s)
  小高弘慎，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 周辺架構部材の面外剛性が鋼板耐震壁の座屈耐力に与える影響2018
- Author(s)
  下村隼人，五十嵐規矩夫，安永隼平
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] Elastic Buckling Strength of Steel Plates Restrained by Cross Bracing2018
- Author(s)
  Hayato Shimomura, Kikuo Ikarashi
- Organizer
  Thin-Wall Structures, ICTWS2018
- Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] Effect of Beam-End- Conditions on Local Buckling Behavior of H-Shaped Cross-Section Beams Subjected to Bending-Shear2018
- Author(s)
  Toru Inaba, Kosuke Sato, Kikuo Ikarashi
- Organizer
  Thin-Wall Structures, ICTWS2018
- Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 面内曲げを受ける突出フランジ板要素の座屈性状と幅厚比の関係2018
- Author(s)
  屋比久竜史，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 端部境界条件を考慮した薄板軽量リップ溝形鋼組立梁の弾性座屈性状2017
- Author(s)
  高橋大夢，五十嵐規矩夫，小橋知季
- Organizer
  日本建築学会
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] Elastic buckling strength of light-gauge built-up member from lipped C-section under compression2017
- Author(s)
  Daimu Takahashi, Kikuo Ikarashi, Tomoki Kobashi
- Organizer
  EUROSTEEL 2017
- Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 鋼板耐震壁における補剛スチフナの設計合理化に関する検討　その1 塑性座屈を考慮した座屈耐力検証2017
- Author(s)
  植木卓也，植戸あや香，難波隆行，安永隼平，村上行夫，小野潤一郎，木村征也，大山翔也，五十嵐規矩夫
- Organizer
  日本建築学会
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 鋼板耐震壁における補剛スチフナの設計合理化に関する検討　その2 塑性座屈を考慮した塑性変形性能検証2017
- Author(s)
  植戸あや香，植木卓也，難波隆行，安永隼平，村上行夫，小野潤一郎，木村征也，大山翔也，五十嵐規矩夫
- Organizer
  日本建築学会
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] フラッシュ形エンドプレート接合形式の崩壊挙動とH形断面梁の横座屈に対する境界条件　その2 横座屈に対する境界条件2017
- Author(s)
  松原宏志，池口義治，高橋順一，五十嵐規矩夫
- Organizer
  日本建築学会
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 表裏交差形式でスチフナ補剛された鋼板の弾性座屈耐力2017
- Author(s)
  下村隼人，五十嵐規矩夫，安永隼平，小野潤一郎
- Organizer
  日本建築学会
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 中立軸上昇を考慮した上フランジ拘束を受けるH形断面梁の塑性変形性能2017
- Author(s)
  佐野達彦，五十嵐規矩夫
- Organizer
  日本建築学会
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 鋼板耐震壁における補剛スチフナの設計合理化に関する検討　その3 片面横スチフナ形式の性能検証2017
- Author(s)
  難波隆行，植木卓也，植戸あや香，安永隼平，村上行夫，小野潤一郎，木村征也，大山翔也，五十嵐規矩夫
- Organizer
  日本建築学会
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] フラッシュ形エンドプレート接合形式の崩壊挙動とH形断面梁の横座屈に対する境界条件　その1 接合部の崩壊挙動2017
- Author(s)
  池口義治，松原宏志，高橋順一，五十嵐規矩夫
- Organizer
  日本建築学会
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] The Experiment of H-shaped beams with continuous restraint on upper flange2017
- Author(s)
  Tatsuhiko Sano, Kikuo Ikarashi, Yuki Ohnishi, Daigo Shirai
- Organizer
  EUROSTEEL 2017
- Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 面内曲げを受ける突出フランジ板要素の弾性座屈解析2017
- Author(s)
  屋比久竜史，五十嵐規矩夫
- Organizer
  日本建築学会
- Data Source
  KAKENHI-PROJECT-17H03338
[Presentation] 曲げせん断力が作用する波板円筒容器の弾塑性挙動2016
- Author(s)
  横山佳史，五十嵐規矩夫，岡田忠義，佐藤由悟
- Organizer
  日本建築学会大会学術講演会
- Place of Presentation
  福岡大学（福岡県・福岡市）
- Year and Date
  2016-08-24
- Data Source
  KAKENHI-PROJECT-26289189
[Presentation] 端部境界条件を考慮した薄板軽量リップ溝形断面梁の座屈性状2016
- Author(s)
  久保田大貴，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演会
- Place of Presentation
  福岡大学（福岡県・福岡市）
- Year and Date
  2016-08-24
- Data Source
  KAKENHI-PROJECT-26289189
[Presentation] リップ溝形鋼を用いた薄板軽量形鋼組立圧縮材の弾性座屈耐力2016
- Author(s)
  高橋大夢，五十嵐規矩夫，小橋知季
- Organizer
  日本建築学会大会学術講演会
- Place of Presentation
  福岡大学（福岡県・福岡市）
- Year and Date
  2016-08-24
- Data Source
  KAKENHI-PROJECT-26289189
[Presentation] Elastic Buckling Characteristics of Corrugated Tank under Fundamental Load2015
- Author(s)
  Yoshifumi YOKOYAMA, Kikuo IKARASHI
- Organizer
  Nordic Steel Construction Conference 2015
- Place of Presentation
  Tampere, Finland
- Year and Date
  2015-09-23
- Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-26289189
[Presentation] 曲げせん断力が作用する波板円筒容器の弾性座屈性状および分布内圧による影響2015
- Author(s)
  横山佳史，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演梗概集
- Place of Presentation
  東海大学（東京都・平塚市）
- Year and Date
  2015-09-04
- Data Source
  KAKENHI-PROJECT-26289189
[Presentation] 等曲げを受ける薄板軽量リップ溝形鋼梁の弾性座屈性状2015
- Author(s)
  久保田大貴，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演梗概集
- Place of Presentation
  東海大学（東京都・平塚市）
- Year and Date
  2015-09-04
- Data Source
  KAKENHI-PROJECT-26289189
[Presentation] 面外曲げを受ける鋼板サンドイッチパネル表面材の弾性座屈耐力評価2015
- Author(s)
  稲葉澄，五十嵐規矩夫，中田安洋
- Organizer
  日本建築学会大会学術講演梗概集
- Place of Presentation
  東海大学（東京都・平塚市）
- Year and Date
  2015-09-04
- Data Source
  KAKENHI-PROJECT-26289189
[Presentation] 上フランジを連続拘束されたH形断面梁の弾性座屈性状に及ぼす中立軸位置の影響2014
- Author(s)
  白井大悟, 五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演梗概集
- Place of Presentation
  神戸大学
- Year and Date
  2014-09-12
- Data Source
  KAKENHI-PROJECT-23360242
[Presentation] H形断面テーパー柱構成板要素の弾性局部座屈耐力2014
- Author(s)
  長谷川龍太, 五十嵐規矩夫, 今井卓司
- Organizer
  日本建築学会大会学術講演梗概集
- Place of Presentation
  神戸大学
- Year and Date
  2014-09-12
- Data Source
  KAKENHI-PROJECT-23360242
[Presentation] 端部スチフナ補剛を施したH形断面梁ウェブの必要補剛剛性2014
- Author(s)
  柳下義博, 五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演梗概
- Place of Presentation
  神戸大学
- Year and Date
  2014-09-12
- Data Source
  KAKENHI-PROJECT-23360242
[Presentation] ウェブ幅厚比の大きいH形断面梁の横座屈挙動に及ぼす端部スチフナ補剛の効果2014
- Author(s)
  久保田大貴, 五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演梗概集
- Place of Presentation
  神戸大学
- Year and Date
  2014-09-12
- Data Source
  KAKENHI-PROJECT-23360242
[Presentation] 不均等曲げせん断力を受ける補剛板の弾性座屈耐力2013
- Author(s)
  柳下義博,五十嵐規矩夫,宮崎曉,一戸康生,福田浩司,常木康弘
- Organizer
  日本建築学会大会学術講演会
- Place of Presentation
  北海道大学
- Data Source
  KAKENHI-PROJECT-23360242
[Presentation] 曲げせん断力を受けるH 形断面梁の局部座屈性状に及ぼす梁端部形式の影響2013
- Author(s)
  稲葉澄, 五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演梗概集
- Place of Presentation
  北海道大学
- Year and Date
  2013-08-30
- Data Source
  KAKENHI-PROJECT-23360242
[Presentation] 新規幅厚比指標によるH形断面柱の局部座屈耐力及び塑性変形能力評価その１ H形断面柱の局部座屈耐力と塑性変形能力2013
- Author(s)
  長谷川龍太,五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演会
- Place of Presentation
  北海道大学
- Data Source
  KAKENHI-PROJECT-23360242
[Presentation] 曲げせん断力を受けるH形断面梁の局部座屈性状に及ぼす梁端部形式の影響2013
- Author(s)
  稲葉澄,五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演会
- Place of Presentation
  北海道大学
- Data Source
  KAKENHI-PROJECT-23360242
[Presentation] 新規幅厚比指標によるH形断面柱の局部座屈耐力及び塑性変形能力評価その２新規幅厚比指標による軸力を考慮した部材性能評価2013
- Author(s)
  五十嵐規矩夫,長谷川龍太
- Organizer
  日本建築学会大会学術講演会
- Place of Presentation
  北海道大学
- Data Source
  KAKENHI-PROJECT-23360242
[Presentation] 上フランジを連続拘束されたH形断面梁の弾性横座屈耐力2013
- Author(s)
  大西佑樹,五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演会
- Place of Presentation
  北海道大学
- Data Source
  KAKENHI-PROJECT-23360242
[Presentation] せん断曲げを受けるH形断面テーパー梁の座屈耐力と塑性変形性能その2崩壊形式と塑性変形能力評価2013
- Author(s)
  今井卓司, 五十嵐規矩夫, 吉澤克仁
- Organizer
  日本建築学会大会学術講演梗概集
- Place of Presentation
  北海道大学
- Year and Date
  2013-08-30
- Data Source
  KAKENHI-PROJECT-23360242
[Presentation] せん断曲げを受けるH形断面テーパー梁の座屈耐力と塑性変形性能その2 崩壊形式と塑性変形能力評価2013
- Author(s)
  今井卓司,五十嵐規矩夫,吉澤克仁
- Organizer
  日本建築学会大会学術講演会
- Place of Presentation
  北海道大学
- Data Source
  KAKENHI-PROJECT-23360242
[Presentation] 上フランジを連続拘束されたH形断面梁の弾性横座屈耐力2013
- Author(s)
  大西佑樹, 五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演梗概集
- Place of Presentation
  北海道大学
- Year and Date
  2013-08-30
- Data Source
  KAKENHI-PROJECT-23360242
[Presentation] せん断曲げを受けるH形断面テーパー梁の座屈耐力と塑性変形性能その１弾性座屈耐力評価2013
- Author(s)
  吉澤克仁,五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演会
- Place of Presentation
  北海道大学
- Data Source
  KAKENHI-PROJECT-23360242
[Presentation] せん断曲げを受けるH形断面テーパー梁の座屈耐力と塑性変形性能その1弾性座屈耐力評価2013
- Author(s)
  吉澤克仁, 五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演梗概集
- Place of Presentation
  北海道大学
- Year and Date
  2013-08-30
- Data Source
  KAKENHI-PROJECT-23360242
[Presentation] せん断曲げを受けるH形断面テーパー梁の大変形挙動その１載荷実験概要と弾性域の挙動2012
- Author(s)
  吉澤克仁, 五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演会
- Place of Presentation
  名古屋大学（愛知県）
- Data Source
  KAKENHI-PROJECT-23360242
[Presentation] せん断曲げを受けるH形断面テーパー梁の大変形挙動その２座屈形式と大変形挙動2012
- Author(s)
  五十嵐規矩夫, 吉澤克仁
- Organizer
  日本建築学会大会学術講演会
- Place of Presentation
  名古屋大学（愛知県）
- Data Source
  KAKENHI-PROJECT-23360242
[Presentation] H形断面梁の上フランジ連続拘束による耐力上昇と座屈性状2012
- Author(s)
  大西佑樹, 五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演会
- Place of Presentation
  名古屋大学（愛知県）
- Data Source
  KAKENHI-PROJECT-23360242
[Presentation] 繰返し荷重を受けるせん断座屈後ウェブ薄板の大変形性能2008
- Author(s)
  小田部敏明, 五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演
- Place of Presentation
  広島大学
- Year and Date
  2008-09-18
- Data Source
  KAKENHI-PROJECT-18560543
[Presentation] 繰返し荷重を受けるせん断座屈後ウェブ薄板の大変形性状に関する研究2007
- Author(s)
  荻原良太, 五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演
- Place of Presentation
  福岡大学
- Year and Date
  2007-08-30
- Data Source
  KAKENHI-PROJECT-18560543
[Presentation] ウェブ薄板のせん断座屈後繰返し挙動に関する研究その5ウェブ薄板のせん断崩壊形式および履歴曲線形状2007
- Author(s)
  富澤徹弥, 五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演
- Place of Presentation
  福岡大学
- Year and Date
  2007-08-30
- Data Source
  KAKENHI-PROJECT-18560543
[Presentation] 鋼板サンドイッチパネル芯材の力学特性
- Author(s)
  稲葉澄，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演梗概集
- Place of Presentation
  神戸大学（兵庫県・神戸市）
- Year and Date
  2014-09-12 – 2014-09-14
- Data Source
  KAKENHI-PROJECT-26289189
[Presentation] 波板円筒容器の基本的荷重条件下における弾性座屈性状
- Author(s)
  横山佳史，五十嵐規矩夫
- Organizer
  日本建築学会大会学術講演梗概集
- Place of Presentation
  神戸大学（兵庫県・神戸市）
- Year and Date
  2014-09-12 – 2014-09-14
- Data Source
  KAKENHI-PROJECT-26289189

1. 三井和也 (60862224)

# of Collaborated Projects: 2 results

# of Collaborated Products: 65 results
2. NISHIMURA Koshiro (00343161)

# of Collaborated Projects: 1 results

# of Collaborated Products: 0 results
3. SATOU ATSUSHI (00362319)

# of Collaborated Projects: 1 results

# of Collaborated Products: 1 results
4. ISHIHARA TADASHI (50370747)

# of Collaborated Projects: 1 results

# of Collaborated Products: 0 results
5. TOMIOKA YOSHITO (50237111)

# of Collaborated Projects: 1 results

# of Collaborated Products: 0 results
6. 佐藤公亮 (50788510)

# of Collaborated Projects: 1 results

# of Collaborated Products: 1 results
7. WANG Tao

# of Collaborated Projects: 1 results

# of Collaborated Products: 6 results

Ikarashi Kikuo 五十嵐 規矩夫

IKARASHI Kikuo 五十嵐 規矩夫

五十嵐 規矩夫 イガラシ キクオ

Research Projects

Research Products

Co-Researchers

鋼構造部材の強振動繰返し履歴下での保有性能解明と終局性能統合型評価手法の確立Principal Investigator

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Stability evaluation methods for steel structural members and rational design methods as their applicationsPrincipal Investigator

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Stability evaluation of thin plate steel structure members considering actual conditions and application-oriented design methodPrincipal Investigator

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Evaluation of stability of lightweight steel sheet steel structure and its application to efficient shape and form development of earthquake resistant structurePrincipal Investigator

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Investigation of steel structural members behavior under the sever earthquakes and the establishment of advanced buckling designPrincipal Investigator

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Development of light resisting wall and energy absorption element using the post-buckling behavior of thin metal panelPrincipal Investigator

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鋼構造部材の塑性変形能力に及ぼす各種鋼素材が有する機械的性質の影響Principal Investigator

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局部座屈及び延性破壊の相互効果で決定づけられる高張力鋼梁の塑性変形能力評価Principal Investigator

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高軸力を受ける異種鋼材を用いたH形鋼柱部材の塑性変形能力評価Principal Investigator

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[Book] 軽鋼構造設計施工指針2024

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[Book] 建築構造設計2023

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[Book] 鋼構造物の座屈に関する諸問題 20222022

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[Book] 鋼構造許容応力度設計規準2019

Author(s)

Ikarashi Kikuo 五十嵐規矩夫

IKARASHI Kikuo 五十嵐規矩夫

五十嵐規矩夫イガラシキクオ

[Book] 鋼構造物の座屈に関する諸問題　20222022