2025年度
完全査読論文
| Hierarchical simulations and seismic performance evaluation of tall buildings equipped with negative stiffness damped outrigger with damping amplification
Wang M., Liu X.-H., Liu C., Sun F-F., Koetaka Y., Nagarajaiah S., Du X.-L. Journal of Structural Engineering, Vol. 152, Issue 3, 2026.3 (First published online: 2025.12.29) DOI: https://doi.org/10.1061/JSENDH.STENG-15224 |
| CFT柱脚と免震積層ゴム接合部の軸力伝達機構に関する研究
徳澤颯太，権淳日，木村征也，小林和子，丸山健司，加藤秀章，太田雅己，大西昭，下斗米久，聲高裕治 日本建築学会技術報告集，第31巻，第79号，pp.1379-1384，2025.10 DOI: https://doi.org/10.3130/aijt.31.1379 |
| Seismic performance of hybrid self-centering braces with structural and nonstructural damage control functions: Validation tests, computational modeling, and benefits evaluation
Hu S., Guo T., Koetaka Y., Chen Z.P., Wang B., Alam M.S., Zhu S. Journal of Structural Engineering, Vol. 151, Issue 10, 04025163, 2025.10 (First published online: 2025.7.30) DOI: https://doi.org/10.1061/JSENDH.STENG-14762 |
| Machine learning in earthquake engineering: A review on recent progress and future trends in seismic performance evaluation and design
Hu S., Guo T., Alam S., Koetaka Y., Ghafoori E., Karavasilis T.L. Engineering Structures, Vol. 340, 120721, 2025.10 (First published online: 2025.6.5) DOI: https://doi.org/10.1016/j.engstruct.2025.120721 |
| 幅厚比が極めて大きいＨ形断面梁の局部座屈による耐力劣化挙動に及ぼす軸拘束の影響
松井聡美, 聲高裕治, 村上竜人 鋼構造論文集，第32巻，第127号，pp.153-168，2025.9 DOI: https://doi.org/10.11273/jssc.32.127_153 |
| Hysteretic behavior of circular hollow section panel zones in beam-to-column subassemblies with large panel aspect ratio
Ashida Y., Koetaka Y., Nakano T., Chan I., Lignos D.G. Journal of Structural Engineering, Vol. 151, Issue 9, 04025125, 2025.9 (First published online: 2025.6.21) DOI: https://doi.org/10.1061/JSENDH.STENG-14538 |
| 外径差のある角形鋼管どうしの隙間にモルタルを充填した柱継手の弾塑性挙動と降伏曲げ耐力
藤平剛久, 高塚康平, 聲高裕治 鋼構造論文集，第32巻，第126号，pp.15-30，2025.6 DOI: https://doi.org/10.11273/jssc.32.15 |
| 溶接欠陥を有するH形断面梁の塑性変形能力（その2）：寸法効果に関する考察
上田遼, 田中剛, 高塚康平, 田原侑季, 松本優大, 西澤淳, 塚大空哉 日本建築学会構造系論文集，第90巻，第832号，pp.676-686，2025.6 DOI: https://doi.org/10.3130/aijs.90.676 |
会議論文（査読あり）
| Experimental study on capacity deterioration behavior of composite beams with large width-to-thickness ratio
Okugawa Y., Koetaka Y., Kimura S., Murakami R., Kuwada R., and Yoshimoto S. Proc. of the 13th International Symposium on Steel Structures (ISSS) & the 14th Pacific Structural Steel Conferencethe (PSSC), pp.177-180 2025.11 |
| Experimental verification on seismic performance of repaired welded beam-to-column connections in early high-rise steel buildings in Japan
Yoshikawa H., Koetaka Y., Nishiyama K., Ishii D., Morii T., and Terada T. Proc. of the 13th International Symposium on Steel Structures (ISSS) & the 14th Pacific Structural Steel Conferencethe (PSSC), pp.181-184 2025.11 |
| Experimental investigation on seismic behavior of dissipative embedded column base connections for HSS columns
Takekawa Y. and Inamasu H. Proc. of the 13th International Symposium on Steel Structures (ISSS) & the 14th Pacific Structural Steel Conferencethe (PSSC), pp.217-220 2025.11 |
| Numerical investigation on flexural yield resistance of base-plate-yield exposed column-base connections subjected to biaxial bending and axial load
Inamasu H. and Hiraoka T. Proc. of the 13th International Symposium on Steel Structures (ISSS) & the 14th Pacific Structural Steel Conferencethe (PSSC), pp.313-316 2025.11 |
2024年度
完全査読論文
| Dynamic test of negative stiffness damped outrigger with damping amplification
Wang M., Koetaka Y., Sun F.-F., Liu C., Nagarajaiah S., Ashida Y., Du X.-L. Earthquake Engineering & Structural Dynamics, Vol. 54, Issue 4, pp.1156-1171, 2025.3 (First published online: 2025.1.8) DOI: https://doi.org/10.1002/eqe.4302 |
| 箱形断面柱を用いた外ダイアフラム形式梁フランジ接合部の溶接部を考慮した降伏耐力評価式
大庭諒介，森岡宙光，聲高裕治，中野達也，木下智裕 鋼構造論文集，第31巻，第124号，pp.108-123，2024.12 DOI: https://doi.org/10.11273/jssc.31.124_108 |
| 円形鋼管柱とH形断面梁から成る部分骨組中の柱梁接合部パネルの全塑性耐力に梁が及ぼす影響
芦田陽介，聲高裕治，中野達也 日本建築学会構造系論文集，第89巻，第823号，pp.1039-1050，2024.9 DOI: https://doi.org/10.3130/aijs.89.1039 |
| 高強度鋼箱形断面柱を用いた外ダイアフラム形式柱梁接合部の降伏耐力に及ぼす柱軸力の影響
大庭諒介，森岡宙光，木下智裕，聲高裕治 日本建築学会構造系論文集，第89巻，第820号，pp.627-638，2024.6 DOI: https://doi.org/10.3130/aijs.89.627 |
| Hybrid self-centering braces with NiTi-SMA U-shaped and frequency-dependent viscoelastic dampers for structural and nonstructural damage control
Hu S., Koetaka Y., Chen Z.-P., Zhu S., Alam M. S. Engineering Structures, Vol. 308, Article 117920, 2024.6 (First published online: 2024.3.28) DOI: https://doi.org/10.1016/j.engstruct.2024.117920 |
会議論文（査読あり）
| Preliminary investigation on the compressive strength of built-up compression members of the original Champlain bridge
Wack M. C. M., Chhoeng O., Inamasu H., Boissonnade N., and Tremblay R. Proc. of the Canadian Society for Civil Engineering Annual Conference 2023 (CSCE 2023), Vol. 10, pp.31-44, 2024.9 DOI: https://doi.org/10.1007/978-3-031-61527-6_3 |
| Assessment of the NBC seismic force modification factors for moderately ductile steel concentrically braced frames using the performance-based unified procedure
Inamasu H., Tremblay R., Lydell W., Farrokh F., and Reza F.F. Proc. of the Canadian Conference - Pacific Conference on Earthquake Engineering (CCEE/PCEE 2023), pp.381-392, 2024.7 |
| Design of brace intersected beams in inverted-V and two-storey X steel concentrically braced frames
Tremblay R. and Inamasu H. Proc. of the Canadian Conference - Pacific Conference on Earthquake Engineering (CCEE/PCEE 2023), pp.2339-2350, 2024.7 |
| Proposal of design lateral load for column joint of steel moment frame
Chan I., Koetaka Y. Proc. of the 11th International Conference on Behaviour of Steel Structures in Seismic Areas (STESSA 2024), pp.699-709, 2024.7 DOI: https://doi.org/10.1007/978-3-031-62884-9_61 |
| Bi-directional loading tests of weak panel-type subassemblies consisting of circular-hollow-section columns and H-beams with floor slab
Ashida Y., Koetaka Y., Nakano T. Proc. of the 11th International Conference on Behaviour of Steel Structures in Seismic Areas (STESSA 2024), pp.446-457, 2024.7 DOI: https://doi.org/10.1007/978-3-031-62884-9_39 |
| Bidirectional loading test of buckling-restrained braces with gusset plate connections
Koetaka Y., Tamura Y., Tobari R., Kinoshita T. Proc. of the 11th International Conference on Behaviour of Steel Structures in Seismic Areas (STESSA 2024), pp.44-55, 2024.7 DOI: https://doi.org/10.1007/978-3-031-62884-9_4 |
| Seismic performance of steel moment-resisting frames utilizing dissipative embedded column base connections
Inamasu H., Bijelic N., and Lignos D.G. Proc. of the 11th International Conference on Behaviour of Steel Structures in Seismic Areas (STESSA 2024), pp.926-936, 2024.7 DOI: https://doi.org/10.1007/978-3-031-62884-9_81 |
| Evaluation method of yield flexural strength of welded joint with discrepancy of steel hollow-section columns
Chan I., Kitagawa Y., Koetaka Y. Proc. of the 18th World Conf. on Earthquake Engineering, 2024.6 |
| Complete collapse analysis of steel moment-resisting frames with buckling-restrained braces
Koetaka Y., Fukuhara K. Proc. of the 18th World Conf. on Earthquake Engineering, 2024.6 |
| Weak-base/strong-column design concept utilizing dissipative embedded column base connections
Inamasu H. and Lignos D.G. Proc. of the 18th World Conf. on Earthquake Engineering, 2024.6 |
2023年度
完全査読論文
| 横座屈を生ずる合成梁の上フランジ回転拘束に及ぼす梁幅方向の頭付きスタッド配置の影響
上野朋也，聲高裕治，伊藤冬樹，内田衞 鋼構造論文集，第31巻，第121号，pp.1-16，2024.3 DOI: https://doi.org/10.11273/jssc.31.121_1 |
| 外径150mmの角形鋼管に適用するボルト式十字形柱継手の構造性能と設計
聲高裕治，黒石悠介，來本雅之，立石一，桐山伸一 日本建築学会構造系論文集，第89巻，第815号，pp.109-120，2024.1 DOI: https://doi.org/10.3130/aijs.89.109 |
| 水平２方向の大変形を受ける座屈拘束ブレースの構面外座屈防止設計法に関する実験的検証
田村祐毅，聲高裕治，戸張涼太，木下智裕 日本建築学会構造系論文集，第88巻，第812号，pp.1475-1486，2023.10 DOI: https://doi.org/10.3130/aijs.88.1475 |
| Frequency independent damped outrigger systems for multi-mode seismic control of supper tall buildings with frequency independent negative stiffness enhancement
Wang M., Sun F.-F., Koetaka Y., Chen L., Nagarajaiah S., Du X.-L. Earthquake Engineering & Structural Dynamics, Vol. 52, Issue 9, pp.2731-2754, 2023.7 (First published online: 2023.4.23) DOI: https://doi.org/10.1002/eqe.3891 |
会議論文（査読あり）
| 軸拘束を受ける幅厚比が大きいＨ形鋼梁の局部座屈後の履歴挙動に関する解析的研究
松井聡美，村上竜人，聲高裕治 鋼構造年次論文報告集，第31巻，pp.664-672，2023.11 |
