Researcher basic information

• Doctor of Engineering, Mar. 2024

• https://researchmap.jp/RSAKURA?lang=en

• https://jglobal.jst.go.jp/detail?JGLOBAL_ID=202401004605269630
• https://bridge.eng.hokudai.ac.jp/

• 01009829

• 202401004605269630

• Structural Engineering
• Steel structure
• Bridge Engineering

• Social Infrastructure (Civil Engineering, Architecture, Disaster Prevention), Structure engineering and earthquake engineering

• Bachelor's degree program, School of Engineering
• Master's degree program, Graduate School of Engineering
• Doctoral (PhD) degree program, Graduate School of Engineering

Research activity information

• Nov. 2025, 公益社団法人 日本道路協会, 第36回日本道路会議 優秀賞
  中本勇,赤松伸祐,藤原眞幸,青木康素,山口隆司,佐倉亮
• Nov. 2023, Osaka City University, President Award, Osaka City University
• Aug. 2023, 土木学会, Journal Paper Award, Journal of Structural Engineering, A Vol. 69
  Ryo Sakura;Takashi Yamaguchi
• Apr. 2023, 土木学会, Best Presentation Award
  Ryo Sakura;Yuma Sugimoto;Takeshi Sakai;Takashi Yamaguchi;Yasuo Kitane;Yukiko Mitsugi
• Oct. 2022, 土木学会, 令和4年度土木学会全国大会第77回年次学術講演会 優秀講演者
• May 2022, 土木学会, Journal Paper Award, Journal of Structural Engineering, A Vol. 68
  Ryo Sakura;Hitoshi Moriyama;Takashi Yamaguchi;Yasumoto Aoki
• May 2019, 土木学会関西支部, 2019年度土木学会関西支部年次学術講演会 優秀発表賞

• Remaining Load Carrying Capacity of Corroded Steel Girder Ends Considering Steel–Concrete Interaction
  Ryo Sakura; Takashi Matsumoto; Akira Murayama; Takeo Hakamata; Shinya Abe; Mikiyasu Ishizawa
  2nd International Conference on Engineering Structures, Dec. 2026, [Peer-reviewed], [Lead author, Corresponding author]
  English, International conference proceedings
• Investigation of Influences of Structural Parameters on Creep Behavior in Friction-type Bolted Joints with Inorganic Zinc-Rich Paint
  Seiga Igarashi; Ryo Sakura; Takashi Matsumoto
  2nd International Conference on Engineering Structures, Dec. 2026, [Peer-reviewed], [Corresponding author]
  English, International conference proceedings
• Investigation on Slip Definition based on Relative Displacement of Large Diameter High Strength Bolted Joints
  Ryo Sakura; Takashi Yamaguchi
  STEEL CONSTRUCTION ENGINEERING, Sep. 2026, [Peer-reviewed], [Lead author, Corresponding author]
  Japanese, Scientific journal
• Yielding behavior of friction-type bolted joint with combining staggered and grid arrangements
  Kazuha Ashiya; Ryo Sakura; Takashi Yamaguchi
  the 11th European Conference on Steel and Composite Structures – EUROSTEEL 2026, Sep. 2026, [Peer-reviewed]
  English, International conference proceedings
• Fundamental study on friction factor changes and reusability of damaged bolted joints after cyclic slippage
  Ryo SAKURA
  the 11th European Conference on Steel and Composite Structures – EUROSTEEL 2026, Sep. 2026, [Peer-reviewed], [Lead author, Corresponding author]
  English, International conference proceedings
• STUDY ON DESIGN OF BYPASS MEMBERS FOR REPLACING PANEL POINTS IN STEEL TRUSS BRIDGES
  N. Yoshioka; R. Sakura; T. Yamaguchi
  STEEL CONSTRUCTION ENGINEERING, 33, 130, 83, 98, Jun. 2026, [Peer-reviewed], [Corresponding author]
  Japanese, Scientific journal
• Analytical Study on Influence of Bolt Arrangement on Yielding Strength of Staggered Bolted Joints
  Fahad Ali; Ryo Sakura
  Proceedings of the 13th International Symposium on Steel Structures & the 14th Pacific Steel Structures Conference, Nov. 2025, [Peer-reviewed], [Last author, Corresponding author]
  English, International conference proceedings
• Application of Bypass Method for Replacing Panel Points in Steel Truss Bridges
  Ryo Sakura; Natsuki Yoshioka; Takashi Yamaguchi
  Proceedings of the 14th Japanese-German Bridge Symposium, Sep. 2025, [Lead author, Corresponding author]
  English, International conference proceedings
• Statistic Evaluation on Slip Factor of Friction Type Bolted Joints with Inorganic Zinc-rich Paint Focusing on Contact Pressure
  Ryo Sakura; Yumena Takagi; Gen Hayashi; Takashi Yamaguchi
  STEEL CONSTRUCTION ENGINEERING, Vol. 32, No. 125, Mar. 2025, [Peer-reviewed], [Lead author, Corresponding author]
  Japanese, Scientific journal
• Fundamental study on cooperative slip behavior of steel box girder bolted connections with slip critical joints subjected to bending
  Ryo Sakura; Taisei Kiyama; Yasumoto Aoki; Yoshiki Taniguchi; Miki NIshimura; Takashi Yamaguchi
  Journal of Structural Engineering, A, Vol.71 A, Feb. 2025, [Peer-reviewed], [Lead author, Corresponding author]
  Japanese, Scientific journal
• Mechanical Slip Behavior of Bolted Box Girder Connection consisting of Slip Critical Flange and Web Joints
  Ryo Sakura; Taisei Kiyama; Yoshiki Taniguchi; Miki Nishimura; Takashi Yamaguchi
  The 18th East Asia-Pacific Conference on Structural Engineering & Construction (EASEC-18), Nov. 2024, [Peer-reviewed], [Lead author, Corresponding author]
  English, International conference proceedings
• Friction coefficient of slip critical bolted joints with inorganic zinc-rich paint focusing on contact surface pressure
  Ryo Sakura; Yumena Takagi; Gen Hayashi; Takashi Yamaguchi
  International Journal of Steel Structures, Oct. 2024, [Peer-reviewed], [Lead author, Corresponding author]
  English, Scientific journal
• PILOT EXPERIMENTS FOR DEVELOPMENT OF FAYING SURFACE TREATMENT OF HIGHSTRENGTH FRICTIONAL TYPE BOLTED JOINTS TO IMPROVE ITS AFATER-SLIP RESISTANCE
  Yuta YAMAMOTO; Hitoshi MORIYAMA; Toshikazu TAKAI; Ryo SAKURA; Takashi YAMAGUCHI
  STEEL CONSTRUCTION ENGINEERING, Mar. 2024, [Peer-reviewed]
  Japanese, Scientific journal
• Influence of Contact Surface Pressure on Friction Coefficient of Faying Surface and Slip Resistance of Friction Type Bolted Joints
  Ryo Sakura; Yumena Takagi; Gen Hayashi; Takashi Yamaguchi
  Proceedings of the 12th International Symposium on Steel Structures, 674, 677, Nov. 2023, [Peer-reviewed], [Lead author, Corresponding author]
  English, International conference proceedings
• Analytical Study on Yield Resistance for Staggered Arranged High Strength Bolted Frictional Joints
  Lin Qian; Ryo Sakura; Takashi Yamaguchi; Gen Hayashi
  ce/papers, 6, 5, 1412, 1419, Wiley, 25 Sep. 2023, [Peer-reviewed]
  International conference proceedings, Abstract
  
  The yield resistance of a high strength bolted frictional joint is evaluated based on the designed net cross‐section area. The Japanese Specifications for Highway Bridges specifies a designed net cross‐section area could be increased by a factor of 1.1 in the verification of the net cross‐section yield resistance at Serviceability Limit State in high strength bolted frictional joint where the bolts are placed in grid arrangement. In the design of a staggered arranged high strength bolted frictional joint, the width of strip to be deducted from the transverse section on account of a staggered arrangement w is used. And the width of strip w is negative when p²/(4g) is larger than d₀. However, the designed net cross‐section area of a staggered arranged high strength bolted frictional joint is unclear. In this study, FE analysis of staggered arranged high strength bolted frictional joint was carried out by varying the number of bolts in the top column k and the gauge distance transverse to the loading g as parameters. The results indicated that in some cases, the ratio of the net cross‐section yield resistance predicted by FE analysis to the designed net cross‐section yield resistance may be less than 1.1, but a factor of 1.1 can be applied with a suitable arrangement.
• A study on residual bolt tension and slip strength of the high-strength bolted friction joints after 27 years of service
  Jianpeng Lai, Ryo Sakura, Takashi Yamaguchi
  Journal of Structural Engineering, A, Vol.69, Mar. 2023, [Peer-reviewed]
  Japanese, Scientific journal
• Influence of tightening bolt load and bolt load before test on slip resistance properties of inorganic zinc rich paint of friction type bolted joint
  Ryo Sakura; Yuma Sugimoto; Takeshi Sakai; Takashi Yamaguchi; Yasuo Kitane; Yukiko Mitsugi
  構造工学論文集 Ａ, Vol.69, Mar. 2023, [Peer-reviewed], [Lead author, Corresponding author]
  Japanese, Scientific journal
• Analytical study on influence of bolt arrangement of web splice on cooperative slip behavior of the girder bolted connections
  Ryo Sakura; Takashi Yamaguchi
  Journal of Structural Engineering, A, Vol.69 A, Mar. 2023, [Peer-reviewed], [Lead author, Corresponding author]
  Japanese, Scientific journal
• EXPERIMENTAL STUDY ON THE COOPERATED SLIP BEHAVIOUR OF HIGH-STRENGTH BOLTED FRICTIONAL GIRDER CONNECTIONS APPLIED PURE BENDING MOMENT
  Ryo SAKURA; Hitoshi MORIYAMA; Takashi YAMAGUCHI; Akiko TABATA; Yasumoto AOKI
  Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)), 78, 3, 389, 406, Japan Society of Civil Engineers, Nov. 2022, [Peer-reviewed], [Lead author, Corresponding author]
  Japanese, Scientific journal
• A study on deformed bearing limit states based on bolt hole deformation by pure bending experiments of the girder bolted connections
  Ryo Sakura; Hitoshi Moriyama; Takashi Yamaguchi; Yasumoto Aoki
  Journal of Structural Engineering, A, Vol.68 A, Mar. 2022, [Peer-reviewed], [Lead author, Corresponding author]
  Japanese, Scientific journal
• Desirable Geometrical Configurations of The Web/Flange Splices for Enhancing the Frictional Slip Resistance of an I-Girder
  Ryo Sakura; Takashi Yamaguchi
  IABSE Congress Reports, 22, 592, 599, International Association for Bridge and Structural Engineering (IABSE), 2022, [Peer-reviewed], [Lead author]
  International conference proceedings, <p>The present study focuses on the major slip behavior of high-strength frictional bolted connections in an I-girder. Bolted girder connections resist the applied bending moment through the cooperation of flange and web resistances. Flange and web splices are individually designed following practical design codes, such as Eurocode 3 and the Japanese Specifications for Highway Bridges. In the present study, FEA of various cross-sectional dimensions of the web splice in girder bolted connections, having various bolt arrangements of the web splice, and various number of bolts in the flange and web splices have been conducted to quantitatively evaluate the cooperative slip behavior of the girder connections. It has been found that the frictional force of the web splice was small compared to the design resistance. Moreover, as the bolt spacing of the web splice increased and the number of bolt rows of the web splice decreased, the ratio of the frictional force to the design slip resistance increased.</p>
• Load transferring mechanism of long riveted joint partially replaced by high-strength bolts
  Yu Chen; Ryo Sakura; Takashi Yamaguchi; Gen Hayashi; Motoshi Yamauchi; Keita Ueno
  IABSE Reports, 118, 173, 180, International Association for Bridge and Structural Engineering (IABSE), 2022, [Peer-reviewed]
  International conference proceedings, <p>Rivet joints are widely applied in the connections of steel bridges prior to 1950 owing to their tightness and strength. Some rivets become loosened or corroded after repeated loading and long- term usage. Previous studies indicate that replacing riveted joints with a high-strength bolt to achieve friction may be the best approach for repairing a riveted joint. However, for a long riveted joint, which has an uneven load distribution, the removal of individual rivets may overload the other rivets. This study focuses on long riveted joints at the bottom flange of an actual riveted bridge. The load redistribution mechanism involved when the rivet is removed under a dead load is investigated by performing a finite element (FE) simulation. The FE analysis results show that when a rivet is replaced by a bolt, the rivet’s load transferring ability is affected more by rivets near the bolts, whereas more distant rivets pose almost no effects.</p>
• Experimental study on the cooperative slip/bearing limit state of high-strength bolted frictional girder connection
  Ryo Sakura; Takashi Yamaguchi; Yasumoto Aoki
  IABSE Reports, 118, 189, 195, International Association for Bridge and Structural Engineering (IABSE), 2022, [Peer-reviewed], [Lead author]
  International conference proceedings, <p>Bolted girder connections resist applied bending moment through the cooperation of flange and web resistances. To utilize the bending plastic capacity of the girder connection at the ultimate limit state, the bearing capacity of the girder connection should be defined by the cooperative resistance and the ductility of bolt hole deformation. In the present study, pure bending test of plate girders bolted connection has been conducted to evaluate quantitatively the resistance and the ductility of the connection. From obtained results, it was found that the overall slip would not occur until the bolt group in the web other than around the neutral axis reaches their slip strength. In addition, overall slip strength formula with a 5% discrepancy from the experimental results has been newly proposed. As for the deformation capacity, it was found that the flange bolt hole deformation was about 10% of the bolt diameter at the design full plastic moment.</p>
• Exploration of novel faying surface treatment for high-strength frictional bolted joints to enhance its after-slip performance
  Hitoshi Moriyama; Ryo Sakura; Takashi Yamaguchi; Takai Toshikazu; Yuta Yamamoto
  IABSE Congress Reports, 20, 1684, 1691, International Association for Bridge and Structural Engineering (IABSE), 2021, [Peer-reviewed]
  International conference proceedings, <p>Welded joints is adopted rather than bolted joints for megastructure’s connections because the former can carry large force. However, the former has several problems, such as quality control of welding in situ, which the latter can solve. By contrast, as the load transfer ratio of each bolt becomes uneven proportionally to the number of bolts, local slip around extreme bolts occurs before the whole slip. Extreme bolts to which a large shear force is applied will break before other bolts. For utilizing the strength of all bolts, the problem is solved by improving shear deformation capacity in faying surface with novel surface treatment. Here, the treatment concepts were explored, and the coating’s effectiveness was evaluated through friction tests. The deformation capacity can be twice or more than that of conventional treatment, and the slip coefficient doesn’t depend on contact pressure. These features have the advantage to give stable slip behaviour.</p>
• Bearing Limit State of High-Strength Frictional Bolted Joints Consisted of Several Bolts Based on Bolt Hole Deformation
  R. Sakura; H. Moriyama; T. Yamaguchi
  Lecture Notes in Civil Engineering, 1453, 1466, Springer Singapore, 23 Dec. 2020, [Peer-reviewed]
  International conference proceedings
• ANALYTICAL STUDY ON THE EFFECT OF GIRDER AND CONNECTING PLATE SHAPE ON THE MOMENT SHARING RATIO OF I SECTION GIRDER CONNECTIONS
  Ryo SAKURA, Takashi YAMAGUCHI, Yasumoto AOKI
  鋼構造論文集, Vo. 27, No. 107, 109, 117, Sep. 2020, [Peer-reviewed], [Lead author]
  Japanese, Scientific journal

• Friction behaviour of steel structure
  Ryo SAKURA, えんじにあRing, Apr. 2025
  Japanese, Others
• SIMPLE MODELING FOR FINITE ELEMENT ANALYSIS EVALUATES MECHANICAL BEHAVIOR OF BOLTED CONNECTION
  高井 俊和; 佐倉 亮; 森山 仁志; 杉本 悠真; 林 厳; 山口 隆司, 鋼構造年次論文報告集, Nov. 2024, [Peer-reviewed]
  Japanese, Summary national conference
• RELAXATION AND SLIP TESTS OF HIGH STRENGTH BOLT WITH ANTI-LOOSENESS MECHANISM
  Ryo Sakura; Masataka Mokura; Takashi Yamaguchi; Junichi Shiokawa, 鋼構造年次論文報告集, Nov. 2024, [Peer-reviewed], [Lead author, Corresponding author]
  Japanese, Summary national conference
• SBHSを用いた高力ボルト摩擦接合継手のすべり係数に関する2, 3の考察
  秦子策; 佐倉亮; 森山仁志; 高井俊和; 山口隆司, 鋼構造年次論文報告集, Nov. 2022, [Peer-reviewed]
  Japanese, Report scientific journal

• 砲台配置高力ボルト摩擦接合継手の降伏耐力と降伏モードに関する解析的検討
  芦矢 和葉; 佐倉 亮; 山口 隆司
  令和8年度土木学会全国大会第81回年次学術講演会講演概要集, 04 Sep. 2026, Japanese, Oral presentation
• 2回締め高力ボルトセットを用いた高力ボルト摩擦接合継手のすべり係数とすべり/降伏耐力比の関係に関する検討
  吉岡 夏樹; 佐倉 亮; 山口 隆司
  令和8年度土木学会全国大会第81回年次学術講演会講演概要集, 04 Sep. 2026, Japanese, Oral presentation
• 繰返しすべりを受ける無機ジンクリッチペイント塗装面の摩擦係数と表面性状の変化
  五十嵐 聖芽; 佐倉 亮; 松本 高志
  令和8年度土木学会全国大会第81回年次学術講演会講演概要集, 04 Sep. 2026, Japanese, Oral presentation
• 無機ジンクリッチペイントを塗装した高力ボルト摩擦接合継手の長期クリープ挙動評価に関する実験的検討
  五十嵐 聖芽; 佐倉 亮; 松本 高志
  令和8年度土木学会全国大会第81回年次学術講演会講演概要集, 04 Sep. 2026, Japanese, Oral presentation
• グループワークに基づく学生向けおよび教員向け学生交流マニュアルの項目整理
  古川 陽; 松本 高志; 佐藤 太裕; 宮森 保紀; 北原 優; 佐倉 亮; 小室 雅人; 瓦井 智貴; 齊藤 剛彦; 門田 峰典; 小幡 卓司; 高橋 良輔; 金澤 健; 渡辺 力; 平沢 秀之; 松尾 優子
  令和8年度土木学会全国大会第81回年次学術講演会講演概要集, 03 Sep. 2026, Japanese, Oral presentation
• 実橋の維持管理記録を用いたRC床版土砂化発生傾向の分析
  日下部 優子; 角間 恒; 佐倉 亮; 松本 高志
  土木学会北海道支部論文報告集, 25 Jan. 2026, Oral presentation
• RC床版の土砂化発生時走行回数に及ぼす断面諸元の影響に関する実験的研究
  チュム イヴリ; 角間 恒; 佐倉 亮; 松本 高志
  土木学会北海道支部論文報告集, 25 Jan. 2026, Oral presentation
• バルサコアを有するらせん積層CFRP箱形断面梁の曲げ挙動と破壊形態の実験的検討
  島田 龍; 佐倉 亮; 松本 高志
  土木学会北海道支部論文報告集, 25 Jan. 2026, Oral presentation
• X線CT観察によるUHPFRC内の気泡分布特性の基礎的検討
  加賀美 門; 佐倉 亮; 松本 高志
  土木学会北海道支部論文報告集, 25 Jan. 2026, Oral presentation
• 無機ジンクリッチペイント塗装面の摩擦係数とすべり発生回数の関係
  関根 拓真; 佐倉 亮; 松本 高志
  土木学会北海道支部論文報告集, 24 Jan. 2026, Japanese, Oral presentation
• 無機ジンクリッチペイントを塗装した高力ボルト摩擦接合継手の長期クリープ挙動評価のためのステップ載荷実験
  五十嵐 聖芽; 佐倉 亮; 松本 高志
  土木学会北海道支部論文報告集, 24 Jan. 2026, Oral presentation
• 高力ボルト摩擦接合部での変形支圧限界を考慮した設計法に関する一検討～設計合理化～
  中本勇; 赤松伸祐; 藤原眞幸; 青木康素; 山口隆司; 佐倉亮
  第36回日本道路会議, Nov. 2025, Japanese, Oral presentation
• 鋼桁摩擦接合部でのウェブとフランジの協働作用に関する評価 ～設計合理化～
  藤原眞幸; 青木康素; 中本勇; 赤松伸祐; 山口隆司; 佐倉亮
  第36回日本道路会議, Nov. 2025, Japanese, Oral presentation
• 学生交流を通じた鋼構造分野への知識，関心向上に向けた取組
  松尾優子; 松本高志; 古川陽; 佐藤太裕; 宮森保紀; 佐倉亮; 小室雅人; 瓦井智貴; 小幡卓司; 髙橋良輔; 金澤健; 平沢秀之; 齊藤剛彦; 門田峰典; 渡辺力
  令和7年度土木学会全国大会第79回年次学術講演会講演概要集, Sep. 2025, Japanese, Oral presentation
• 高力ボルト摩擦接合部のすべり後の支圧状態を考慮した設計法の一提案
  中本勇; 赤松伸祐; 藤原眞幸; 山口隆司; 青木康素; 佐倉亮
  令和7年度土木学会全国大会第79回年次学術講演会講演概要集, Sep. 2025, Japanese, Oral presentation
• 鋼桁高力ボルト摩擦接合部のウェブとフランジの協働作用を考慮した設計法の一提案
  藤原眞幸; 中本勇; 山口隆司; 青木康素; 赤松伸祐; 佐倉亮
  令和7年度土木学会全国大会第79回年次学術講演会講演概要集, Sep. 2025, Japanese, Oral presentation
• バイパス部材の軸剛性が鋼トラス橋格点部取替え時の荷重分担に及ぼす影響
  佐倉 亮; 吉岡 夏樹; 山口 隆司
  令和7年度土木学会全国大会第79回年次学術講演会講演概要集, Sep. 2025, Japanese, Oral presentation
• 薄板連結板を用いた高力ボルト摩擦接合継手の無機ジンクリッチペイント接合面のすべり係数
  岡本 皓右; 寺尾 海音; 森山 仁志; 竹内 颯太; 佐倉 亮; 山口 隆司
  令和 7 年度土木学会四国支部技術研究発表会講演概要集, 07 Jun. 2025, Japanese, Oral presentation
• Mechanical Slip Behavior of Bolted Box Girder Connection consisting of Slip Critical Flange and Web Joints
  Ryo Sakura
  The 16th Taiwan–Japan workshop on bridge engineering, 04 Nov. 2024, English, Public symposium
• 日本，欧米，中国における高力ボルト摩擦接合継手の標準すべり試験法の比較
  佐倉亮; 頼健鵬; 秦子策; 李若曦; 姚凌波; 山口隆司
  令和6年度土木学会全国大会第79回年次学術講演会講演概要集, Sep. 2024, Japanese, Oral presentation
• 緩み防止機能を有する冷間圧造高力ボルトセットの緩めトルク率に関する解析的検討
  佐倉亮; 小村政孝; 山口隆司; 塩川純一
  令和6年度土木学会全国大会第79回年次学術講演会講演概要集, Sep. 2024, Japanese, Oral presentation
• 千鳥配置された高力ボルト摩擦接合継手の降伏耐力に関する基礎検討
  銭霖,佐倉亮; 山口隆司; 林厳
  令和6年度土木学会全国大会第79回年次学術講演会講演概要集, Sep. 2024, Japanese, Oral presentation
• アングル材形状に着目した鋼I桁腹板の高力ボルト摩擦接合当て板補強効果に関する解析的検討
  坂東翼; 佐倉亮; 山口隆司; 林厳
  令和6年度土木学会全国大会第79回年次学術講演会講演概要集, Sep. 2024, Japanese, Oral presentation
• 桁尻側欠損を有する鋼鈑桁の片側当て板補修に関する解析的検討
  林厳,佐倉亮; 森山仁志; 山口隆司
  令和6年度土木学会全国大会第79回年次学術講演会, Sep. 2024, Japanese, Oral presentation
• 組織観察による無機ジンク仕様の摩擦接合継手のすべり耐力に関する2，3の考察
  杉本悠真; 酒井武志; 佐倉亮; 冨山禎仁; 三ツ木幸子; 北根安雄; 山口隆司
  第35回日本道路会議, Nov. 2023, Japanese, Oral presentation
• 高力ボルト摩擦接合の接合面接触圧とすべり係数の関係に関する文献調査
  高木夢菜; 佐倉亮; 山口隆司; 林厳
  2023年度関西土木工学交流発表会概要集, Nov. 2023, Japanese, Oral presentation
• 曲げとせん断を受ける高力ボルト摩擦接合継手連結部の協働すべり挙動に関する基礎的検討
  佐倉亮; 山口隆司; 谷口祥基; 西村美紀
  2023年度関西土木工学交流発表会概要集, Nov. 2023, Japanese, Oral presentation
• 無機ジンクリッチペイント仕様の摩擦接合継手の断面観察
  三ツ木幸子; 酒井武志; 杉本悠真; 佐倉亮; 冨山禎仁
  第46回鉄鋼塗装技術討論会発表予稿集, Oct. 2023, Japanese, Oral presentation
• 砲台配置された高力ボルト摩擦接合継手のボルト配置が純断面降伏耐力に及ぼす影響
  銭霖,佐倉亮; 山口隆司; 林厳
  令和5年度土木学会全国大会第78回年次学術講演会講演概要集, Sep. 2023, Japanese, Oral presentation
• 皿型高力ボルト1面摩擦接合継手の板厚構成がすべり耐力に与える影響
  小西美里; 山口隆司; 佐倉亮,林厳
  令和5年度土木学会全国大会第78回年次学術講演会講演概要集, Sep. 2023, Japanese, Oral presentation
• 高力ボルト摩擦接合継手無機ジンク接合面における接触圧と摩擦係数の関係に関する実験的検討
  高木夢菜; 佐倉亮; 堀井いずみ; 山口隆司; 林厳
  令和5年度土木学会全国大会第78回年次学術講演会講演概要集, Sep. 2023, Japanese, Oral presentation
• 高力ボルト摩擦接合継手連結部のフランジ継手の断面構成がすべり後のボルト孔変形量に及ぼす影響
  佐倉亮; 山口隆司; 谷口祥基; 西村美紀
  令和5年度土木学会全国大会第78回年次学術講演会講演概要集, Sep. 2023, Japanese, Oral presentation
• Mechanical behavior of bolted girder connections focusing on cooperative slip / bearing limit state
  Ryo Sakura
  Taiwan–Japan workshop on bridge engineering, Mar. 2023, English, Oral presentation
• 締付け軸力とすべり試験前軸力の違いが無機ジンクを塗布した高力ボルト摩擦接合継手のすべり係数へ与える影響
  酒井武志; 佐倉亮; 山口隆司; 杉本悠真; 北根安雄; 三ツ木幸子
  令和4年度土木学会全国大会第77回年次学術講演会講演概要集, Sep. 2022, Japanese, Oral presentation
• ウェブ継手のボルト配置が摩擦接合鋼桁連結部のすべり後モーメント分担率に及ぼす影響
  佐倉亮; 山口隆司; 谷口祥基
  令和4年度土木学会全国大会第77回年次学術講演会講演概要集, Sep. 2022, Japanese, Oral presentation
• ウェブ継手の形状とボルト配置間隔が鋼I桁摩擦接合継手部のすべり耐力に及ぼす影響
  佐倉亮; 山口隆司; 青木康素
  令和3年度土木学会全国大会第76回年次学術講演会講演概要集, Sep. 2021, Japanese, Oral presentation
• 鋼I桁高力ボルト摩擦接合継手の協働作用を考慮した設計法に関する基礎的実験
  佐倉亮; 山口隆司; 青木康素
  令和2年度土木学会全国大会第75回年次学術講演会講演概要集, Sep. 2020, Japanese, Oral presentation
• 主桁および連結板の断面構成が桁接合部のモーメント分担率に及ぼす影響
  佐倉亮; 山口隆司; 青木康素; 森山仁志
  令和元年度土木学会全国大会第74回年次学術講演会講演概要集, Sep. 2019, Japanese, Oral presentation
• ボルト配置が高力ボルト摩擦接合継手のすべり後挙動に及ぼす影響
  佐倉亮; 森山仁志; 山口隆司
  2019年度土木学会関西支部年次学術講演会講演概要集, May 2019, Japanese, Oral presentation

• Apr. 2024 - Present
  Architectural Institute of Japan
• Nov. 2022 - Present
  Japanese Society of Steel Construction
• Dec. 2018 - Present
  Japan Society of Civil Engineers

• Development of seismic retrofitting of open-section members in super-long-term service with double spindle fasteners
  Grants-in-Aid for Scientific Research
  Apr. 2026 - Mar. 2029
  山口 隆司; 佐倉 亮; 林 厳; 森山 仁志
  Japan Society for the Promotion of Science, Grant-in-Aid for Scientific Research (B), Osaka Metropolitan University, 26K01037
• SBHSの破断強度評価のための低三軸度域を含む損傷評価手法の構築
  2026年度 鋼構造研究助成
  Sep. 2026 - Sep. 2028
  日本鋼構造協会
• ミクロ摩擦挙動に基づく繰返しすべりが発生するボルト連結部の連成力学モデルの構築
  科学研究費助成事業
  Apr. 2025 - Mar. 2028
  佐倉 亮
  日本学術振興会, 若手研究, 北海道大学, 25K17670
• バイパス部材を用いた鋼トラス橋の格点部取替工法の開発
  Oct. 2025 - Sep. 2026
  公益財団法人 大畑財団 2025年度 研究助成, Principal investigator
• 土木鋼構造連結部の長期変形特性と保有耐力推定のためのクリープ変形挙動の解明
  Apr. 2025 - Mar. 2026
  公益財団法人前田記念工学振興財団, Principal investigator
• 土木鋼構造物用高力ボルト摩擦接合継手のすべり耐力算定のための標準試験法に関する研究
  2023年度 鋼構造研究助成
  Aug. 2023 - Aug. 2025
  日本鋼構造協会
• Study on limit state design of bolted girder connection focused on cooperative slip / deformed bearing limit
  Grants-in-Aid for Scientific Research
  Apr. 2023 - Mar. 2024
  佐倉 亮
  Japan Society for the Promotion of Science, Grant-in-Aid for JSPS Fellows, Osaka Metropolitan University, 23KJ1837

• Session Chair
  17 Sep. 2026
  Panel chair etc
  Competition etc
  Bolted joints and connections, the 11th European Conference on Steel and Composite Structures – EUROSTEEL 2026
• Session Chair
  06 Aug. 2026
  Panel chair etc
  Academic society etc
  Transportation DX / Infrastructure Management, AI/DX summer symposium 2026
• Session Chair
  06 Aug. 2026
  Panel chair etc
  Competition etc
  Environmental DX/Infrastructure Management, AI/DX summer symposium 2026
• Session Chair
  24 Jan. 2026 - 25 Jan. 2026
  Panel chair etc
  Academic society etc
  衝撃2：令和7年度土木学会北海道支部年次技術発表会
• Session Chair
  21 Nov. 2025
  Panel chair etc
  Competition etc
  Connection I, The 13th International Symposium on Steel Structures .& The 14th Pacific Structural Steel Conference
• Session Chair
  18 Sep. 2025
  Panel chair etc
  Composite and Hybrid Structures II, the 14th Japanese-German Bridge Symposium
• Session Chair
  13 Nov. 2024 - 15 Nov. 2024
  Panel chair etc
  Competition etc
  1A-5 & 3A-2, Advancements in Structural Analysis and Design - The 18th East Asia-Pacific Conference on Structural Engineering and Construction
• Student Secretary
  29 Aug. 2023 - 30 Aug. 2023
  Planning etc
  Competition etc
  13th German‐Japanese Bridge Symposium -