Updated on 2026/08/21

写真a

 
SUZUKI Atsushi
 
Organization
Graduate School of Environmental Studies Department of Environmental Engineering and Architecture Building Structure and Construction Systems Assistant Professor
Title
Assistant Professor

Research Interests 2

  1. 鉄骨構造

  2. 鋼－コンクリート合成構造

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Research Areas 1

  1. Social Infrastructure (Civil Engineering, Architecture, Disaster Prevention) / Building structures and materials

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Research History 2

  1. Nagoya University   Graduate School of Environmental Studies Department of Environmental Engineering and Architecture   Assistant Professor

    2026.8

  2. Tohoku University   Graduate School of Engineering   Assistant Professor

    2020.10 - 2026.3

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    Country：Japan

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Education 3

  1. Tohoku University   Graduate School of Engineering   Department of Architecture and Building Science

    2016.4 - 2019.3

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    Country： Japan

  2. Tohoku University   Graduate School of International Cultural Studies   Department of International Resources Policy

    2014.4 - 2016.3

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    Country： Japan

  3. Sendai National College of Technology   Advanced Course of Production System and Design Engineering

    2012.4 - 2014.3

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    Country： Japan

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Professional Memberships 3

  1. American Society of Civil Engineers

  2. Architectural Institute of Japan

  3. Structural Engineering Institute

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Committee Memberships 1

  1. The 3rd China-Canada Symposium on Structural and Earthquake Engineering   Organizing Committee  

    2024.10 - 2025.8   

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Awards 8

  1. JAR Best Paper Award

    2026.8   Architectural institute of Japan  

  2. Japan Concrete Institute Awards (Best Paper Award)

    2024.6   Japan Concrete Institute  

  3. Editor's Choice

    2024.1   American Society of Civil Engineers   Rotation Capacity of I-Shaped Beams with Concrete Slab in Buckling-Restrained Braced Frames

  4. 2022年日本建築学会奨励賞

    2022.4   日本建築学会  

  5. 第40回コンクリート工学講演会「年次論文奨励賞」

    2018.7   日本コンクリート工学会  

  6. 第38回東北建築賞研究奨励部門

    2018.5   日本建築学会東北支部  

  7. 日本鋼構造協会鋼構造シンポジウム優秀講演賞（2016 年度）

    2016.11   日本鋼構造協会  

  8. 日本鋼構造協会鋼構造シンポジウム優秀講演賞（2015 年度）

    2015.11   日本鋼構造協会  

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Papers 77

  1. Design scheme for high-performance and environment-oriented composite beams with puzzle-shaped shear connectors under cyclic loading

    Atsushi Suzuki, Ruiyu Che, Takeru Niihori, Maciej Kożuch, Piotr Kozioł, Yoshihiro Kimura, Wojciech Lorenc

    Engineering Structures   Vol. 367   page： 123554 - 123554   2026.11

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    Publishing type：Research paper (scientific journal)   Publisher：Elsevier BV  

    DOI： 10.1016/j.engstruct.2026.123554

  2. Experimental and analytical investigation of 6-panel frameless cold-formed steel corrugated wall system subjected to in-plane loads

    Atsushi Suzuki, Yu-Cheng Hsu, T.Y. Yang

    Engineering Structures   Vol. 366   page： 123542 - 123542   2026.11

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    Publishing type：Research paper (scientific journal)   Publisher：Elsevier BV  

    DOI： 10.1016/j.engstruct.2026.123542

  3. Experimental investigation on connection response of frameless cold-formed steel corrugated walls

    Atsushi Suzuki, Yu-Cheng Hsu, Baoli Feng, Jingfei Huang, Haopeng Zhang, T.Y. Yang

    Engineering Structures   Vol. 365   page： 123190 - 123190   2026.10

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    Publishing type：Research paper (scientific journal)   Publisher：Elsevier BV  

    DOI： 10.1016/j.engstruct.2026.123190

  4. Cyclic Performance of Composite Beams Subjected to Fully Reversed Unsymmetric Bending

    Takeru Niihori, Ruiyu Che, Atsushi Suzuki, Yoshihiro Kimura

    ISSS-PSSC 2025     2025.11

  5. Post-Fire Cyclic Behavior of Structural Steel: An Experimental Study

    Daiki Shibata, Ruiyu Che, Atsushi Suzuki, Yoshihiro Kimura

    ISSS-PSSC 2025     2025.11

  6. Axial Force Transfer Mechanism of Pile Caps Comprising Concrete-Filled Dual Steel Tubes

    Qing Zhang, Hiroshi Mashiko, Atsushi Suzuki, Yoshihiro Kimura

      Vol. 33   page： 680 - 685   2025.10

  7. Cyclic Behavior and Microstructural Changes of Structural Steels Subjected to Heating and Cooling

    Daiki Shibata, Ruiyu Che, Atsushi Suzuki, Yoshihiro Kimura

      Vol. 33   page： 209 - 214   2025.10

  8. Application of Puzzle-Shaped Shear Connectors for Performance Enhancement of Composite Beams failed by Lateral Buckling

    Ruiyu Che, Takeru Niihori, Atsushi Suzuki, Yoshihiro Kimura

      Vol. 33   page： 673 - 679   2025.10

  9. Effect of Stress Transfer Between Beam and Slab on Local Buckling Behavior of Composite Beams

    Takeru Niihori, Ruiyu Che, Atsushi Suzuki, Yoshihiro Kimura

      Vol. 33   page： 643 - 648   2025.10

  10. Impact of High-Temperature Exposure on Reinforced Concrete Structures Supported by Steel Ring-Shaped Shear Connectors Open Access

    Atsushi Suzuki, Runze Yang, Yoshihiro Kimura

    Buildings   Vol. 15 ( 15 ) page： 2626 - 2626   2025.7

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    Publishing type：Research paper (scientific journal)   Publisher：MDPI AG  

    Ensuring the structural integrity of reinforced concrete (RC) components in nuclear facilities exposed to extreme conditions is essential for safe decommissioning. This study investigates the impact of high-temperature exposure on RC pedestal structures supported by steel ring-shaped shear connectors—critical elements for maintaining vertical and lateral load paths in containment systems. Scaled-down cyclic loading tests were performed on pedestal specimens with and without prior thermal exposure, simulating post-accident conditions observed at a damaged nuclear power plant. Experimental results show that thermal degradation significantly reduces lateral stiffness, with failure mechanisms concentrating at the interface between the concrete and the embedded steel skirt. Complementary finite element analyses, incorporating temperature-dependent material degradation, highlight the crucial role of load redistribution to steel components when concrete strength is compromised. Parametric studies reveal that while geometric variations in the inner skirt have limited influence, thermal history is the dominant factor affecting vertical capacity. Notably, even with substantial section loss in the concrete, the steel inner skirt maintained considerable load-bearing capacity. This study establishes a validated analytical framework for assessing structural performance under extreme conditions, offering critical insights for risk evaluation and retrofit strategies in the context of nuclear facility decommissioning.

    DOI： 10.3390/buildings15152626

    Open Access

  11. Heat exposure influence on buckling strength of steel compression members

    Daiki Shibata, Atsushi Suzuki, Yoshihiro Kimura

    IABSE Symposium 2025     2025.5

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    Language：English   Publishing type：Research paper (international conference proceedings)  

  12. Stress Transfer Mechanism of a Novel Pile Cap System Comprising Concrete-Filled Dual Steel Tubes

    Hiroshi Mashiko, Ruiyu Che, Qing Zhang, Yoshihiro Kimura

    IABSE Symposium 2025     2025.5

  13. ULTIMATE BEARING CAPACITY OF PILE CAPS COMPRISING CONCRETE-FILLED DUAL STEEL PIPES Reviewed Open Access

    Hiroshi MASHIKO, Atsushi SUZUKI, Qing ZHANG, Yoshihiro KIMURA

    Journal of Structural and Construction Engineering (Transactions of AIJ)   Vol. 90 ( 831 ) page： 644 - 653   2025.5

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    Language：Japanese   Publishing type：Research paper (scientific journal)  

    DOI： 10.3130/aijs.90.644

    Open Access

  14. Buckling strength of compression members considering mechanical performance variations by heat exposure Open Access

    Atsushi Suzuki, Daiki Shibata, Xiangyu Zhong, Yoshihiro Kimura

    Journal of Constructional Steel Research   Vol. 226   page： 109269 - 109269   2025.3

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    Authorship：Lead author,　Corresponding author   Language：English   Publishing type：Research paper (scientific journal)   Publisher：Elsevier BV  

    DOI： 10.1016/j.jcsr.2024.109269

    Open Access

  15. Flexural buckling load of steel pipe piles with rotational end restraints in liquefied soil Reviewed Open Access

    Yoshihiro Kimura, Atsushi Suzuki

    Soil Dynamics and Earthquake Engineering   Vol. 190   page： 109217 - 109217   2025.3

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    Language：English   Publishing type：Research paper (scientific journal)   Publisher：Elsevier BV  

    DOI： 10.1016/j.soildyn.2025.109217

    Open Access

  16. Structural Performance Evaluation of Composite Beams With Different Shear Transfer Mechanisms at Beam‐Slab Interface Open Access

    Atsushi Suzuki, Ruiyu Che, Takeru Niihori, Yoshihiro Kimura

    JAPAN ARCHITECTURAL REVIEW   Vol. 8 ( 1 )   2025.1

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    Publishing type：Research paper (scientific journal)   Publisher：Wiley  

    ABSTRACT

    In general, a steel beam is connected to a concrete slab using shear connectors, forming a composite beam. This composite action shifts the neutral axis under bending, resulting in a buckling behavior that differs from that of a bare steel beam. Moreover, the structural performance of composite beams is significantly influenced by the stress transfer mechanism facilitated by the shear connectors. However, the impact of shear connector and slab properties on buckling behavior has not been fully explored. To address this gap, this research first proposes a simplified method. For modeling composite beams that accurately reflects the behavior of shear connectors. Additionally, a comprehensive parametric study is conducted using an experimentally validated finite element analysis (FEA) model, exploring the influence of various shear connectors and slab properties. Based on the analytical results, a modified evaluation index and equation are ultimately proposed to enhance the assessment of composite beam performance.

    DOI： 10.1002/2475-8876.70046

    Open Access

  17. Ultimate Bearing Capacity of Pile Caps Comprising Concrete‐Filled Dual Steel Tubes Open Access

    Hiroshi Mashiko, Atsushi Suzuki, Qing Zhang, Yoshihiro Kimura

    JAPAN ARCHITECTURAL REVIEW   Vol. 8 ( 1 )   2025.1

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    Publishing type：Research paper (scientific journal)   Publisher：Wiley  

    ABSTRACT

    The construction of building foundations requires substantial time and effort, particularly in fabricating reinforced concrete footings and foundation beams. To address these challenges, this paper proposes a novel structural system that utilizes steel structures for the foundation beams and reinforces pile heads with double steel tubes. Loading tests were conducted to assess the influence of various factors. The applicability of existing evaluation equations is examined to highlight the need for a new prediction formula. As a result, this paper proposes an evaluation equation for the ultimate bearing capacity and a constitutive law to predict the behavior under compression forces.

    DOI： 10.1002/2475-8876.70049

    Open Access

  18. Seismic and Post-Seismic Ductility and Forces of Mid-Story Pin Moment-Resisting Frames Based on Scale of Local Deformation of I-Beam’s Segments Reviewed Open Access

    Atsushi Suzuki, Ruiyu Che, Yoshihiro Kimura

    Applied Mechanics   Vol. 5 ( 4 ) page： 938 - 963   2024.12

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    Authorship：Lead author   Publishing type：Research paper (scientific journal)   Publisher：MDPI AG  

    A mid-story pin system to avoid moment-resisting frame column failure during seismic action was proposed recently. The solution consists of a reinforced concrete (RC) pier protruding from the foundations, the steel column connected with the superstructure, and plates and the anchor bolt working as a pinned connection in between. This paper utilizes shell finite element analysis (FEA) models to examine the demanded column-to-beam strength ratio to keep the column elastic and maximize the story drift at the moment of beam buckling of the frame. The method of calculating post-seismic residual strength based on maximal buckling deformation of the beam is also proposed.

    DOI： 10.3390/applmech5040052

    Open Access

  19. Rotation capacity of I-beams under cyclic loading with different kinematic/isotropic hardening characteristics Reviewed Open Access

    Atsushi Suzuki, Yoshihiro Kimura

    Journal of Constructional Steel Research   Vol. 223   page： 109007 - 109007   2024.12

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    Authorship：Lead author,　Corresponding author   Language：English   Publishing type：Research paper (scientific journal)   Publisher：Elsevier BV  

    DOI： 10.1016/j.jcsr.2024.109007

    Open Access

  20. EVALUATION OF ELASTO-PLASTIC BUCKLING STRENGTH OF A REINFORCEMENT BAR CONSIDERING HEAT EXPOSURE Reviewed

    Daiki Shibata, Atsushi Suzuki, Yoshihiro Kimura

      Vol. 32   page： 346 - 351   2024.11

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    Language：Japanese   Publishing type：Research paper (scientific journal)  

  21. Risk Assessment of Overturning of Freestanding Non-Structural Building Contents in Buckling-Restrained Braced Frames Reviewed Open Access

    Atsushi Suzuki, Susumu Ohno, Yoshihiro Kimura

    Buildings   Vol. 14 ( 10 ) page： 3195 - 3195   2024.10

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    Authorship：Lead author,　Corresponding author   Language：English   Publishing type：Research paper (scientific journal)   Publisher：MDPI AG  

    The increasing demand in structural engineering now extends beyond collapse prevention to encompass business continuity planning (BCP). In response, energy dissipation devices have garnered significant attention for building response control. Among these, buckling-restrained braces (BRBs) are particularly favored due to their stable hysteretic behavior and well-established design provisions. However, BCP also necessitates the prevention of furniture overturning—an area that remains quantitatively underexplored in the context of buckling-restrained braced frames (BRBFs). Addressing this gap, this research designs BRBFs using various design criteria and performs incremental dynamic analysis (IDA) with artificially generated seismic waves. The results are compared with previously developed fragility curves for furniture overturning under different BRB design conditions. The findings demonstrate that the fragility of furniture overturning can be mitigated by a natural frequency shift, which alters the threshold of critical peak floor acceleration. These results, combined with hazard curves obtained from various locations across Japan, quantify the mean annual frequency of furniture overturning. The study reveals that increased floor acceleration in stiffer BRBFs can lead to a 3.8-fold higher risk of furniture overturning compared to frames without BRBs. This heightened risk also arises from the greater hazards at shorter natural periods due to stricter response reduction demands. The probabilistic risk analysis, which integrates fragility and hazard assessments, provides deeper insights into the evaluation of BCP.

    DOI： 10.3390/buildings14103195

    Open Access

  22. EVALUATION OF SUPERIORITY OF MECHANICAL SHEAR CONNECTORS BASED ON FLEXURAL STIFFNESS OF COMPOSITE BEAM Reviewed

    Atsushi Suzuki, Keigo Hiraga, Yoshihiro Kimura, Junichi Takahashi, Keita Kikuchi

    AIJ Journal of Technology and Design   Vol. 30 ( 74 ) page： 154 - 159   2024.2

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    Authorship：Lead author   Language：Japanese   Publishing type：Research paper (scientific journal)  

  23. Rotation Capacity of I-Shaped Beams with Concrete Slab in Buckling-Restrained Braced Frames Reviewed

    Atsushi Suzuki, Yoshihiro Kimura, Yoriyuki Matsuda, Kazuhiko Kasai

    Journal of Structural Engineering   Vol. 150 ( 1 )   2024.1

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    Authorship：Lead author   Language：English   Publishing type：Research paper (scientific journal)   Publisher：American Society of Civil Engineers (ASCE)  

    DOI： 10.1061/jsendh.steng-12550

  24. Structural Damage Detection Technique of Secondary Building Components Using Piezoelectric Sensors Reviewed Open Access

    Atsushi Suzuki, Wang Liao, Daiki Shibata, Yuki Yoshino, Yoshihiro Kimura, Nobuhiro Shimoi

    Buildings   Vol. 13 ( 9 ) page： 2368 - 2368   2023.9

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    Authorship：Lead author   Language：English   Publishing type：Research paper (scientific journal)   Publisher：MDPI AG  

    With demand for the long-term continued use of existing building facilities, structural health monitoring and damage detection are attracting interest from society. Sensors of various types have been practically applied in the industry to satisfy this need. Among the sensors, piezoelectric sensors are an extremely promising technology by virtue of their cost advantages and durability. Although they have been used in aerospace and civil engineering, their application for building engineering remains limited. Remarkably, recent catastrophic seismic events have further reinforced the necessity of rapid damage detection and quick judgment about the safe use of facilities. Faced with these circumstances, this study was conducted to assess the applicability of piezoelectric sensors to detect damage to building components stemming from concrete cracks and local buckling. Specifically, this study emphasizes structural damage caused by earthquakes. After first applying them to cyclic loading tests to composite beam component specimens and steel frame subassemblies with a folded roof plate, the prospective damage positions were also found using finite element analysis. Crack propagation and buckling locations were predicted adequately. The piezoelectric sensors provided output when the concrete slab showed tensile cracks or when the folded roof plate experienced local buckling. Furthermore, damage expansion and progression were detected multiple times during loading tests. Results showed that the piezoelectric sensors can detect the structural damage of building components, demonstrating their potential for use in inexpensive and stable monitoring systems.

    DOI： 10.3390/buildings13092368

    Open Access

  25. Mechanical Performance of Puzzle-Shaped Shear Connectors Subjected to Fully Reversed Cyclic Stress Reviewed

    Atsushi Suzuki, Keigo Hiraga, Yoshihiro Kimura

    Journal of Structural Engineering   Vol. 149 ( 7 )   2023.7

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    Authorship：Lead author,　Corresponding author   Language：English   Publishing type：Research paper (scientific journal)   Publisher：American Society of Civil Engineers (ASCE)  

    DOI： 10.1061/jsendh.steng-12261

  26. Cyclic Behavior of Steel-Concrete Composite Dowel by Clothoid-Shaped Shear Connectors under Fully Reversed Cyclic Stress Reviewed Open Access

    Atsushi Suzuki, Keigo Hiraga, Yoshihiro Kimura

    Journal of Advanced Concrete Technology   Vol. 21 ( 2 ) page： 76 - 91   2023.2

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    Authorship：Lead author,　Corresponding author   Language：English   Publishing type：Research paper (scientific journal)   Publisher：Japan Concrete Institute  

    DOI： 10.3151/jact.21.76

    Open Access

  27. Estimation of ultimate capacities of Moment-Resisting Frame’s subassemblies with Mid-Storey Pin connection based on elastoplastic local buckling Reviewed

    Symon M. Fujak, Atsushi Suzuki, Yoshihiro Kimura

    Structures   Vol. 48   page： 410 - 426   2023.2

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    Language：English   Publishing type：Research paper (scientific journal)  

  28. Rotation Capacity of I-Shaped Beam Failed by Local Buckling in Buckling-Restrained Braced Frames with Rigid Beam-Column Connections Reviewed

    Atsushi Suzuki, Yoshihiro Kimura

    Journal of Structural Engineering   Vol. 149 ( 2 )   2023.2

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    Authorship：Lead author   Language：English   Publishing type：Research paper (scientific journal)   Publisher：American Society of Civil Engineers (ASCE)  

    DOI： 10.1061/jsendh.steng-11745

  29. Evaluation of rotation capacity of composite beam based on mechanical performance of shear connectors Reviewed

    Kaho Suzuki, Atsushi Suzuki, Yoshihiro Kimura

      Vol. 30   page： 102 - 107   2022.11

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    Language：Japanese   Publishing type：Research paper (international conference proceedings)  

  30. Ultimate shear strength of innovative shear connectors subjected to cyclic stress Reviewed

    Keigo Hiraga, Atsushi Suzuki, Yoshihiro Kimura, Junichi Takahashi

      Vol. 30   page： 96 - 101   2022.11

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    Language：Japanese   Publishing type：Research paper (conference, symposium, etc.)  

  31. クロソイド型ずれ止めを有する合成梁要素試験体の繰り返し性状 Reviewed

    平賀圭悟, 鈴木敦詞, 木村祥裕, 下井信浩

    コンクリート工学年次論文集   Vol. 44 ( 2 ) page： 691 - 696   2022.7

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    Language：Japanese   Publishing type：Research paper (conference, symposium, etc.)  

  32. Estimation of elastoplastic local buckling capacities and novel classification of I-beams based on beam's elastic local buckling strength Reviewed

    Symon M. Fujak, Yoshihiro Kimura, Atsushi Suzuki

    Structures   Vol. 39   page： 765 - 781   2022.5

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    Language：English   Publishing type：Research paper (scientific journal)  

  33. Effect of fork restraint of column on laeral buckling behavior for H-shaped steel beams with continuous braces under flexural moment gradient Reviewed

    Yoshihiro Kimura, Yui Sato, Atsushi Suzuki

    Journal of Structural and Constructional Engineering (Transactions of AIJ)   Vol. 87 ( 793 ) page： 316 - 327   2022.3

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    Language：Japanese   Publishing type：Research paper (scientific journal)  

  34. Identifying damage mechanisms of gymnasium structure damaged by the 2011 Tohoku earthquake based on biaxial excitation Reviewed

    Atsushi Suzuki, Tomomi Fujita, Yoshihiro Kimura

    Structures   Vol. 35   page： 13321 - 1338   2022.1

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    Authorship：Lead author,　Corresponding author   Language：English   Publishing type：Research paper (scientific journal)  

  35. Mechanical performance of stud connection in steel-concrete composite beam under reversed stress Reviewed

    Atsushi Suzuki, Yoshihiro Kimura

    Engineering Structures   Vol. 249   page： 113338 - 113338   2021.12

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    Authorship：Lead author   Language：English   Publishing type：Research paper (scientific journal)   Publisher：Elsevier BV  

    DOI： 10.1016/j.engstruct.2021.113338

  36. Ultimate shear strength of perfobond shear connectors subjected to fully reversed cyclic loading Reviewed

    Atsushi Suzuki, Kaho Suzuki, Yoshihiro Kimura

    Engineering Structures   Vol. 248   page： 113240 - 113240   2021.12

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    Authorship：Lead author   Language：English   Publishing type：Research paper (scientific journal)   Publisher：Elsevier BV  

    DOI： 10.1016/j.engstruct.2021.113240

  37. 二辺支持型鉄骨置屋根体育館の地震被害検証

    鈴木敦詞, 藤田智己, 木村祥裕

    鋼構造年次論文報告集   Vol. 29   page： 393 - 398   2021.11

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    Authorship：Lead author,　Corresponding author   Language：Japanese   Publishing type：Research paper (conference, symposium, etc.)  

  38. Ultimate shear strength of component model of composite beam with perfobond shear connector Reviewed

    Suzuki K, Suzuki A, Kimura Y

    Materials Science Forum     2021.10

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    Language：English   Publishing type：Research paper (international conference proceedings)  

  39. パズル型機械的ずれ止めを有する合成梁要素試験体の繰り返し性状 Reviewed

    鈴木敦詞, 鈴木佳歩, 木村祥裕

    コンクリート工学年次論文集   Vol. 43 ( 2 ) page： 721 - 726   2021.7

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    Authorship：Lead author   Language：Japanese   Publishing type：Research paper (conference, symposium, etc.)  

  40. The elastic local buckling behaviour and strength of the simply supported I-beam utilizing the energy equilibrium method Reviewed

    S.M. Fujak, Y. Kimura, A. Suzuki

    Modern Trends in Research on Steel, Aluminium and Composite Structures     page： 414 - 420   2021.6

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    Authorship：Last author   Language：English   Publishing type：Research paper (international conference proceedings)  

  41. Elastic Local Buckling Strength of I-beam Cantilevers Subjected to Bending Moment and Shear Force based on Flange-web Interactio Reviewed

    Yoshihiro Kimura, Szymon M. Fujak, Atsushi Suzuki

    Thin-Walled Structures   Vol. 162   2021.5

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    Language：English   Publishing type：Research paper (scientific journal)  

  42. Cyclic Behavior of Perfobond-Shear Connectors Subjected to Fully Reversed Cyclic Loading Reviewed

    Atsushi Suzuki, Kanako Abe, Kaho Suzuki, Yoshihiro Kimura

    Journal of Structural Engineering   Vol. 147 ( 3 ) page： 04020355 - 04020355   2021.3

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    Authorship：Lead author   Language：English   Publishing type：Research paper (scientific journal)   Publisher：American Society of Civil Engineers (ASCE)  

    DOI： 10.1061/(asce)st.1943-541x.0002955

  43. A New Methodology for Measuring Tsunami Resilience Using Theory of Springs Reviewed

    Pushpalal, D, Suzuki, A

    Geosciences   Vol. 10   2020.11

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    Language：English   Publishing type：Research paper (scientific journal)  

  44. スタッド接合部の非線形性を考慮したＨ形鋼梁の横座屈耐力評価 Reviewed

    阿部叶子, 鈴木佳歩, 鈴木敦詞, 木村祥裕

    鋼構造年次論文報告集   Vol. 28   page： 933 - 939   2020.11

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    Language：Japanese   Publishing type：Research paper (conference, symposium, etc.)  

  45. 変動軸力下の鋼種の異なるH形鋼梁への保有性能評価式の適用性 Reviewed

    鈴木敦詞, 木村祥裕, 笠井和彦

    鋼構造年次論文報告集   Vol. 28   page： 883 - 888   2020.11

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    Authorship：Lead author   Language：Japanese   Publishing type：Research paper (conference, symposium, etc.)  

  46. An Appraisal of Compressive Strength of Concrete Incorporated with Chemically Different Fly Ashes Reviewed

    Atsushi Suzuki, Dinil Pushpalal, Hiroo Kashima

    Open Civil Engineering Journal   Vol. 14   page： 188 - 199   2020.9

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    Publishing type：Research paper (scientific journal)  

  47. Rotation Capacity of I-Shaped Beams under Alternating Axial Forces Based on Buckling-Mode Transitions Reviewed

    Atsushi Suzuki, Yoshihiro Kimura, Kazuhiko Kasai

    Journal of Structural Engineering   Vol. 146 ( 6 ) page： 04020089 - 04020089   2020.6

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    Publishing type：Research paper (scientific journal)   Publisher：American Society of Civil Engineers (ASCE)  

    DOI： 10.1061/(asce)st.1943-541x.0002623

  48. Slotted Hole Effect on Damage Mechanism of Gymnasium Building with RC Frame and Steel Roof Reviewed

    Atsushi Suzuki, Tomomi Fujita, Yoshihiro Kimura

    Open Journal of Civil Engineering   Vol. 10   page： 162 - 174   2020.6

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    Publishing type：Research paper (scientific journal)  

  49. Restraint Performance of Stud Connection during Lateral-Torsional Buckling under Synchronized In-Plane Displacement and Out-of-Plane Rotation Reviewed

    Atsushi Suzuki, Kanako Abe, Yoshihiro Kimura

    Journal of Structural Engineering   Vol. 146 ( 4 ) page： 04020029 - 04020029   2020.4

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    Publishing type：Research paper (scientific journal)   Publisher：American Society of Civil Engineers (ASCE)  

    DOI： 10.1061/(asce)st.1943-541x.0002582

  50. Cyclic Behavior of Stud-to-Slab System Subjected to Slip Displacement and Out-of-plane Rotation Reviewed

    Kanako Abe, Atsushi Suzuki, Yoshihiro Kimura

    12th Pacific Structural Steel Conference     2019.11

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    Publishing type：Research paper (international conference proceedings)  

  51. 面内せん断力と面外捩り力を受けるスタッド－スラブ系の力学性状 Reviewed

    阿部叶子, 鈴木敦詞, 木村祥裕

    鋼構造年次論文報告集   Vol. 27   page： 470 - 475   2019.11

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    Publishing type：Research paper (conference, symposium, etc.)  

  52. Rotation capacity of I‐shaped beams collapsed with lateral‐torsional buckling under reversed axial forces Reviewed

    Atsushi Suzuki, Yoshihiro Kimura, Kazuhiko Kasai

    Japan Architectural Review   Vol. 2 ( 4 ) page： 451 - 464   2019.10

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    Publishing type：Research paper (scientific journal)   Publisher：Wiley  

    DOI： 10.1002/2475-8876.12108

    Other Link： https://onlinelibrary.wiley.com/doi/full-xml/10.1002/2475-8876.12108

  53. Cyclic Behavior of Component Model of Composite Beam Subjected to Fully Reversed Cyclic Loading Reviewed

    Atsushi Suzuki, Yoshihiro Kimura

    Journal of Structural Engineering   Vol. 145 ( 4 ) page： 04019015 - 04019015   2019.4

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    Publishing type：Research paper (scientific journal)   Publisher：American Society of Civil Engineers (ASCE)  

    DOI： 10.1061/(asce)st.1943-541x.0002294

  54. Estimation of plastic deformation capacity for I‐shaped beams with local buckling under compressive and tensile forces Reviewed

    Yoshihiro Kimura, Atsushi Suzuki, Kazuhiko Kasai

    Japan Architectural Review   Vol. 2 ( 1 ) page： 26 - 41   2019.1

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    Publishing type：Research paper (scientific journal)   Publisher：Wiley  

    DOI： 10.1002/2475-8876.12066

    Other Link： https://onlinelibrary.wiley.com/doi/full-xml/10.1002/2475-8876.12066

  55. 変動軸力と座屈モードを考慮したＨ形鋼梁の保有性能評価 Reviewed

    阿部叶子, 鈴木敦詞, 木村祥裕, 笠井和彦

    鋼構造年次論文報告集   Vol. 26   page： 57 - 60   2018.11

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    Publishing type：Research paper (conference, symposium, etc.)  

  56. Combined Buckling Behavior of H-shaped Beams Subjected to Reversed Axial Forces Reviewed

    Atsushi Suzuki, Yoshihiro Kimura, Kazuhiko Kasai

    Eighth International Conference on Thin-Walled Structures     2018.7

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    Publishing type：Research paper (international conference proceedings)  

  57. 正負繰り返しせん断力を受ける合成梁要素試験体の履歴挙動 Reviewed

    鈴木敦詞, 木村祥裕

    コンクリート工学年次論文集   Vol. 40 ( 2 ) page： 1063 - 1068   2018.7

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    Publishing type：Research paper (conference, symposium, etc.)  

  58. Prediction Model for Compressive Strength of Concrete Incorporated with Mongolian Fly Ash Invited Reviewed

    The 17th International Conference on Concrete Technology     page： 57 - 65   2018.6

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    Publishing type：Research paper (international conference proceedings)  

  59. Stress Transfer Mechanism of Stud Shear Connectors Subjected to Reversed Cyclic Stress Invited Reviewed

    The 17th International Conference on Concrete Technology     page： 66 - 77   2018.6

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    Publishing type：Research paper (international conference proceedings)  

  60. PLASTIC DEFORMATION CAPACITY OF H-SHAPED BEAMS COLLAPSE WITH COMBINED BUCKLING UNDER REVERSED AXIAL FORCES Reviewed Open Access

    Atsushi SUZUKI, Yoshihiro KIMURA, Kazuhiko KASAI

    Journal of Structural and Construction Engineering (Transactions of AIJ)   Vol. 83 ( 744 ) page： 297 - 307   2018.2

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    Publishing type：Research paper (scientific journal)   Publisher：Architectural Institute of Japan  

    DOI： 10.3130/aijs.83.297

    Open Access

  61. 交番繰返し軸力を受けるH形鋼梁の連成座屈メカニズム Reviewed

    鈴木敦詞, 木村祥裕, 笠井和彦

    鋼構造年次論文報告集   Vol. 25   page： 254 - 258   2017.11

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    Publishing type：Research paper (conference, symposium, etc.)  

  62. 既存評価式による合成梁要素試験体の最大せん断耐力評価 Reviewed

    鈴木敦詞,木村祥裕

    鋼構造年次論文報告集   Vol. 26   page： 22 - 27   2017.11

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    Publishing type：Research paper (conference, symposium, etc.)  

  63. Local Buckling Behavior and Plastic Deformation Capacity of H-shaped Beams under Reversed Axial Forces Reviewed

    Atsushi Suzuki, Yoshihiro Kimura, Kazuhiko Kasai

    Eurosteel 2017     2017.9

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    Publishing type：Research paper (international conference proceedings)  

  64. Perception of Fly Ash Usage in Mongolian Concrete Industry Reviewed

    Atsushi Suzuki, Hiroo Kashima, Dinil Pushpalal

    Proceedings of the Japan Concrete Institute   Vol. 39   page： 1363 - 1368   2017.7

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    Publishing type：Research paper (conference, symposium, etc.)  

    J-GLOBAL

  65. ESTIMATION OF PLASTIC DEFORMATION CAPACITY FOR H-SHAPED BEAMS ON LOCAL BUCKLING UNDER COMPRESSIVE AND TENSILE FORCES Reviewed Open Access

    Yoshihiro KIMURA, Atsushi SUZUKI, Kazuhiko KASAI

    Journal of Structural and Construction Engineering (Transactions of AIJ)   Vol. 81 ( 730 ) page： 2133 - 2142   2016.12

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    Language：Japanese   Publishing type：Research paper (scientific journal)   Publisher：Architectural Institute of Japan  

    DOI： 10.3130/aijs.81.2133

    Open Access

    CiNii Research

  66. 交番繰返し軸力を受けるＨ形鋼梁の幅厚比指標による保有性能評価 Reviewed

    鈴木敦詞,木村祥裕,笠井和彦

    鋼構造年次論文報告集   Vol. 24   page： 789 - 793   2016.11

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    Publishing type：Research paper (conference, symposium, etc.)  

  67. 東北地方太平洋沖地震で被害を受けた鉄骨置屋根形式を有する体育館の損傷メカニズム Reviewed

    鈴木敦詞, 藤田智己, 木村祥裕

    鋼構造論文集   Vol. 23 ( 91 ) page： 17 - 29   2016.9

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    Publishing type：Research paper (scientific journal)  

  68. DAMAGE MECHANISM OF GYMNASIUM BUILDING WITH RC FRAME AND STEEL ROOF DAMAGED BY THE 2011 TOHOKU EARTHQUAKE

    SUZUKI Atsushi, FUJITA Tomomi, KIMURA Yoshihiro

    Kou kouzou rombunshuu   Vol. 23 ( 91 ) page： 91_17 - 91_29   2016

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    Language：Japanese   Publisher：Japanese Society of Steel Construction  

    <p>This paper presents the damage mechanism of gymnasium building with RC frame and steel roof structure damaged by the 2011 Off the Pacific Coast of Tohoku Earthquake. The result of pushover analysis reveals that the damage at top of column progresses from the frame with seismic walls to the moment resisting frame. Furthermore, the damages at top of column around the frame with seismic walls are confirmed by seismic response analysis. Additionally, the cause of the difference between push over analysis and seismic response analysis is investigated in terms of the distribution of external forces and shear forces at the top of column.</p>

    DOI： 10.11273/jssc.23.91_17

    CiNii Research

  69. 合成梁の負曲げにより鉄骨梁に作用する軸力の予測式 Reviewed

    鈴木敦詞, 網倉裕人, 木村祥裕

    鋼構造年次論文報告集   Vol. 23   page： 8 - 12   2015.11

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    Publishing type：Research paper (conference, symposium, etc.)  

  70. 鉄骨置屋根構造の損傷メカニズムに対する置屋根接合形式の影響 Reviewed

    藤田智己, 鈴木敦詞, 木村祥裕

    鋼構造年次論文報告集   Vol. 23   page： 745 - 749   2015.11

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    Publishing type：Research paper (conference, symposium, etc.)  

  71. RC下部構造を有する鉄骨置屋根空間構造物の損傷メカニズムに関する解析的検討 Reviewed

    藤田智己, 鈴木敦詞, 木村祥裕

    コンクリート工学年次論文集   Vol. 37 ( 2 ) page： 1069 - 1074   2015.7

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    Publishing type：Research paper (conference, symposium, etc.)  

  72. モンゴル産高カルシウムフライアッシュを使用したコンクリートの強度特性に関する研究 Reviewed

    鹿島大雄, 鈴木敦詞, プシュパラールディニル

    コンクリート工学年次論文集   Vol. 37   page： 121 - 126   2015.7

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    Publishing type：Research paper (conference, symposium, etc.)  

  73. Prediction Model for Compressive Strength of Fly Ash Concrete Invited Reviewed

    Atsushi Suzuki, Hiroo Kashima, Dinil Pushpalal, O.Batmunkh

    Proceedings of 14th annual Concrete Conference     page： 16 - 20   2015.6

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    Publishing type：Research paper (international conference proceedings)  

  74. Study on Strength Properties of Concrete Using High Calcium Mongolian Fly Ash Invited Reviewed

    Hiroo Kashima, Atsushi Suzuki, Dinil Pushpalal, O.Batmunkh

    Proceedings of 14th annual Concrete Conference     page： 10 - 15   2015.6

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    Publishing type：Research paper (international conference proceedings)  

  75. Static Elasto-Plastic Analysis for Damage Mechanism of Gymnasium Structured RC Frame with Steel Roof Structure Reviewed

      Vol. 22   page： 447 - 452   2014.11

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    Language：Japanese   Publishing type：Research paper (conference, symposium, etc.)  

    CiNii Research

  76. 東北地方太平洋沖地震における学校建物の機能被害とその要因分析 Reviewed

    畑中友, 鈴木敦詞, 藤田智己, 船木尚己

    コンクリート工学年次論文集   Vol. 36   page： 961 - 966   2014.7

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    Publishing type：Research paper (conference, symposium, etc.)  

  77. Mix Proportioning with Mongolian Fly Ash Invited Reviewed

    Proceedings of 13th annual Concrete Conference     2014.6

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    Publishing type：Research paper (international conference proceedings)  

▼display all

To the head of Papers.▲

Books 2

  1. Advances in Structural and Mechanical Performances of Structures and Materials

    Atsushi Suzuki, Dinil Pushpalal（ Role： Joint author）

    MDPI  2025.2  （ ISBN:9783725831081 ）

  2. Stability Problems of Steel Structures 2022

    （ Role： Joint author）

    Architectural Institute of Japan  2022.11  （ ISBN:9784818906709 ）

To the head of Books.▲

MISC 52

  1. 逆対称曲げを受ける局部座屈崩壊型合成梁の繰返し履歴性状

    新堀赳琉, 車瑞昱, 鈴木敦詞, 木村祥裕

    日本建築学会大会学術講演梗概集   Vol. 1751 ( 1752 )   2025.7

  2. 加熱冷却後の建築用鋼材における繰返し載荷時の履歴特性

    柴田大輝, 車瑞昱, 鈴木敦詞, 木村祥裕

    日本建築学会大会学術講演梗概集     page： 1097 - 1098   2025.7

  3. 二重鋼管とコンクリートで構成されたパイルキャップの構造性能 その7 追加実験結果と新規評価式の提案

    張晴, 木村祥裕, 鈴木敦詞, 車瑞昱, 増子寛

    日本建築学会大会学術講演梗概集     page： 413 - 414   2025.7

  4. 二重鋼管とコンクリートで構成されたパイルキャップの構造性能 その6 追加実験の概要と既存評価式

    増子寛, 木村祥裕, 鈴木敦詞, 車瑞昱,張晴

    日本建築学会大会学術講演梗概集     page： 411 - 412   2025.7

  5. Effect of Shear Connector Types on Lateral Buckling Behavior of Composite Beams Under Cyclic Unsymmetric Bending

        page： 1753 - 1754   2025.7

  6. Relation between capacity reduction and heating-cooling history of RC structure supported by reinforcement bars

    Daiki Shibata, Atsushi Suzuki, Yoshihiro Kimura

        page： 1551 - 1552   2024.8

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    Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

  7. Influence of experienced temperature for bearing capacity of RC structure with section defect

    Daiki Shibata, Atsushi Suzuki, Yoshihiro Kimura

      Vol. 87   page： 39 - 42   2024.6

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    Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

  8. Rotation Capacity of I-Shaped Beams Considering Plastic Hardening Properties of Steel Materials

    Atsushi Suzuki, Yoshihiro Kimura

    Summaries of technical papers of annual meeting Architectural Institute of Japan     page： 775 - 776   2023.9

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    Authorship：Lead author   Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

  9. Effect of interlayer slip of various mechanical shear connectors on flexural stiffness of composite beam

    Keigo Hiraga, Atsushi Suzuki, Yoshihiro Kimura, Junichi Takahashi, Keita Kikuchi

    Proceedings of Architectural Institute of Japan Tohoku chapter research meeting   Vol. 86   page： 13 - 16   2023.6

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    Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

  10. 正負繰り返し載荷を受けるクロソイド型機械的ずれ止めの応力伝達機構

    平賀圭悟, 鈴木敦詞, 木村祥裕, 髙橋順一

    日本建築学会大会学術講演梗概集（北海道）     page： 1209 - 1210   2022.9

  11. 正負繰り返し載荷を受ける機械的ずれ止めが合成梁の座屈性状に与える影響 その２ ずれ止めの性状を反映した合成梁の塑性変形能力評価

    鈴木敦詞, 鈴木佳歩, 木村祥裕, 髙橋順一

    日本建築学会大会学術講演梗概集（北海道）     page： 1195 - 1196   2022.9

  12. 正負繰り返し載荷を受ける機械的ずれ止めが合成梁の座屈性状に与える影響 その１ 合成梁の簡易解析モデルの構築

    鈴木佳歩, 鈴木敦詞, 木村祥裕, 髙橋順一

    日本建築学会大会学術講演梗概集（北海道）     page： 1193 - 1194   2022.9

  13. 正負繰り返し載荷を受けるクロソイド型機械的ずれ止めの履歴挙動

    平賀圭悟, 鈴木敦詞, 髙橋順一, 木村祥裕

    日本建築学会東北支部研究報告集構造系   Vol. 85   page： 61 - 64   2022.6

  14. 勾配曲げモーメント作用時における横曲げ拘束された連続補剛Ｈ形鋼梁の弾塑性横座屈耐力その１ 弾性横座屈評価式の提案

    佐藤唯, 木村祥裕, 鈴木敦詞

    日本建築学会大会学術講演梗概集（東海）     page： 885 - 886   2021.9

  15. 正負繰り返し載荷を受ける孔あき鋼板ジベルのせん断抵抗機構，その２ 既存評価式の適用性検証

    鈴木敦詞, 鈴木佳歩, 木村祥裕

    日本建築学会大会学術講演梗概集（東海）     page： 1255 - 1256   2021.9

  16. 正負繰り返し載荷を受ける孔あき鋼板ジベルのせん断抵抗機構，その１ 有限要素解析モデル概要

    鈴木佳歩, 鈴木敦詞, 木村祥裕

    日本建築学会大会学術講演梗概集（東海）     page： 1253 - 1254   2021.9

  17. 勾配曲げモーメント作用時における横曲げ拘束された連続補剛Ｈ形鋼梁の弾塑性横座屈耐力その２ 弾塑性横座屈応力度評価と補剛力評価

    木村祥裕, 佐藤唯, 鈴木敦詞

    日本建築学会大会学術講演梗概集（東海）     page： 887 - 888   2021.9

  18. 正負繰り返し載荷を受けるパズル型機械的ずれ止めの履歴挙動

    鈴木敦詞, 鈴木佳歩, 木村祥裕, 髙橋順一

    日本建築学会東北支部研究報告集構造系   Vol. 84   page： 35 - 38   2021.6

  19. 正負繰り返し載荷を受ける孔あき鋼板ジベルの最大せん断耐力評価

    鈴木佳歩, 鈴木敦詞, 木村祥裕, 髙橋順一

    日本建築学会東北支部研究報告集構造系   Vol. 84   page： 39 - 43   2021.6

  20. 面内せん断力と面外捩り力を受けるスタッド接合部の補剛性能評価 その1 有限要素解析モデルの構築と面内せん断剛性評価

    鈴木佳歩, 阿部叶子, 鈴木敦詞, 木村祥裕

    日本建築学会大会学術講演梗概集（関東）     page： 1315 - 1316   2020.9

  21. 面内せん断力と面外捩り力を受けるスタッド接合部の補剛性能評価 その2 等曲げとして負曲げを受ける合成梁の横座屈耐力評価

    阿部叶子, 鈴木佳歩, 鈴木敦詞, 木村祥裕

    日本建築学会大会学術講演梗概集（関東）     page： 1317 - 1318   2020.9

  22. 正負繰り返し載荷を受ける孔あき鋼板ジベルの履歴挙動

    鈴木佳歩, 阿部叶子, 鈴木敦詞, 木村祥裕, 髙橋順一

    日本建築学会東北支部研究報告集構造系   Vol. 83   page： 1 - 4   2020.6

  23. 繰り返し面内せん断力と面外モーメントを受けるスタッド-スラブ系の履歴挙動

    阿部叶子, 鈴木敦詞, 木村祥裕, 髙橋順一

    日本建築学会東北支部研究報告集構造系   Vol. 82   page： 21 - 24   2019.6

  24. 交番繰り返し軸力作用下でウェブせん断座屈を生じるＨ形鋼梁の塑性変形能力

    阿部叶子, 鈴木敦詞, 木村祥裕

    日本建築学会大会学術講演梗概集（東北）     page： 1089 - 1090   2018.9

  25. 繰り返し応力下の合成梁要素試験体におけるスタッド－スラブ系の応力伝達メカニズム

    鈴木敦詞, 木村祥裕

    日本建築学会大会学術講演梗概集（東北）     page： 1381 - 1382   2018.9

  26. 交番繰り返し軸力を受ける短スパンＨ形鋼梁の塑性変形能力

    阿部叶子, 鈴木敦詞, 木村祥裕

    日本建築学会東北支部研究報告集構造系   Vol. 81   page： 73 - 76   2018.6

  27. 正負繰り返し載荷を受ける合成梁要素試験体の最大せん断耐力

    鈴木敦詞, 木村祥裕

    日本建築学会東北支部研究報告集構造系   Vol. 81   page： 41 - 44   2018.6

  28. 交番繰り返し軸力作用下で連成座屈を生じるＨ形鋼梁の塑性変形能力に対する幅厚比指標の適用

    鈴木敦詞, 木村祥裕, 笠井和彦

    日本建築学会学術講演梗概集（中国）     page： 971 - 972   2017.8

  29. Combined Buckling Behaviors of H-shaped Beams Subjected to Reversed Axial Forces

      Vol. 80 ( 80 ) page： 5 - 8   2017.6

    　More details

    Language：Japanese  

    CiNii Research

  30. Characteristics of Elasto-Plastic Buckling on Steel Piles with Concrete Filled at Pile Top by Cyclic Loading Test

      Vol. 80 ( 80 ) page： 83 - 86   2017.6

    　More details

    Language：Japanese  

    CiNii Research

  31. 交番繰り返し軸力を受ける H 形鋼梁の塑性変形能力評価に対する幅厚比指標の適用 その 1 実験概要及び実験結果

    木村祥裕, 鈴木敦詞, 笠井和彦

    日本建築学会大会学術講演梗概集（九州）     page： 983 - 984   2016.8

  32. 交番繰り返し軸力を受ける H 形鋼梁の塑性変形能力評価に対する幅厚比指標の適用 その2 既往の保有性能評価式と軸力を考慮した幅厚比指標の適用の可能性

    鈴木敦詞, 木村祥裕, 笠井和彦

    日本建築学会大会学術講演梗概集（九州）     page： 985 - 986   2016.8

  33. 交番軸力を受けるH形鋼梁の最大耐力比・塑性変形能力・累積塑性変形能力評価式の提案

    鈴木敦詞, 木村祥裕

    日本建築学会東北支部研究報告集構造系   Vol. 79   page： 65 - 68   2016.6

  34. モンゴル産フライアッシュを混和したコンクリートの強度発現特性 その１ モンゴル産フライアッシュの性質と実験計画と実験計画

    鹿島大雄, 鈴木敦詞, プシュパラールディニル

    日本建築学会大会学術講演梗概集（関東）     page： 71 - 72   2015.9

  35. 柱頭形式の違いが鉄骨置屋根構造の損傷メカニズムに与える影響 その２ 地震応答解析に基づく検討

    飯藤將之, 鈴木敦詞, 藤田智己, 木村祥裕

    日本建築学会学術講演梗概集（関東）     page： 1289 - 1290   2015.9

  36. 柱頭形式の違いが鉄骨置屋根構造の損傷メカニズムに与える影響 その１ 静的増分解析に基づく検討

    藤田智己, 鈴木敦詞, 木村祥裕, 飯藤將之

    日本建築学会学術講演梗概集（関東）     page： 1287 - 1288   2015.9

  37. 圧縮軸力による低下を考慮した梁の塑性変形能力と塑性変形倍率の比較 その2 梁軸力予測法を用いた梁の損傷判定

    木村祥裕, 網倉裕人, 鈴木敦詞

    日本建築学会大会学術講演梗概集（関東）     page： 695 - 696   2015.9

  38. 圧縮軸力による低下を考慮した梁の塑性変形能力と塑性変形倍率の比較 その1 N型ダンパーを有する制振骨組の梁軸力を考慮した損傷制御設計法の提案

    網倉裕人, 鈴木敦詞, 木村祥裕

    日本建築学会大会学術講演梗概集（関東）     page： 693 - 694   2015.9

  39. モンゴル産フライアッシュを混和したコンクリートの強度発現特性 その２ 圧縮強度試験結果と強度予測式の提案

    鈴木敦詞, 鹿島大雄, プシュパラールディニル

    日本建築学会大会学術講演梗概集（関東）     page： 73 - 74   2015.9

  40. モンゴル産フライアッシュを使用したコンクリートの強度発現予測式

    鈴木敦詞, 鹿島大雄, プシュパラールディニル

    日本建築学会東北支部研究報告集構造系   Vol. 78   page： 153 - 156   2015.6

  41. Seismic Damage Mitigation of Buckling Restrained Braced Frames Using a Method to Estimate an Axial Force Demand on Beams

    AMIKURA Yuto, SUZUKI Atsushi, KIMURA Yoshihiro

      Vol. 78 ( 78 ) page： 93 - 96   2015.6

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    Language：Japanese   Publisher：Architectural Institute of Japan  

    CiNii Research

  42. 鉄骨置屋根構造の損傷メカニズムに対する柱頭形式の影響 その１ 静的増分解析及び地震応答解析に基づく検討

    藤田智己, 鈴木敦詞, 木村祥裕

    日本建築学会東北支部研究報告集構造系   Vol. 78   page： 25 - 28   2015.6

  43. 鉄骨置屋根構造の損傷メカニズムに対する柱頭形式の影響 その２ ルーズホール幅に関するパラメトリックスタディ

    鈴木敦詞, 藤田智己, 木村祥裕

    日本建築学会東北支部研究報告集構造系   Vol. 78   page： 29 - 32   2015.6

  44. Study on Damage Mechanism of RC Frame with Steel Roof Structure based on 3D analysis

      Vol. 51   page： 151 - 154   2015.3

    　More details

    Language：Japanese  

    CiNii Research

  45. 鉄骨置屋根構造を有する空間構造物の地震被害に関する研究 その1 被害概要と静的増分解析による柱頭損傷メカニズムの検討

    鈴木敦詞, 藤田智己, 網倉裕人, 木村祥裕

    日本建築学会大会学術講演梗概集（近畿）     page： 1347 - 1348   2014.9

  46. 鉄骨置屋根構造を有する空間構造物の地震被害に関する研究 その3 簡易解析モデルによる柱頭損傷メカニズムの検討

    永井一磨, 藤田智己, 鈴木敦詞, 木村祥裕, 渋谷純一

    日本建築学会大会学術講演梗概集（近畿）     page： 1351 - 1352   2014.9

  47. 鉄骨置屋根構造を有する空間構造物の地震被害に関する研究 その2 固有値解析，地震応答解析による柱頭損傷メカニズムの検討

    藤田智己, 鈴木敦詞, 木村祥裕

    日本建築学会大会学術講演梗概集（近畿）     page： 1349 - 1350   2014.9

  48. Study on Seismic Damage of Gymnasium Structured with RC Frame with Steel Roof Structure Subjected by The 2011 Off the Pacific Coast of Tohoku Earthquake

    FUJITA Tomomi, SUZUKI Atsushi, AMIKURA Yuto, KIMURA Yoshihiro

      Vol. 77 ( 77 ) page： 87 - 90   2014.6

    　More details

    Language：Japanese   Publisher：Architectural Institute of Japan  

    CiNii Research

    Other Link： http://www.aij.or.jp/paper/detail.html?productId=414990

  49. Basic Research on Damage Mechanism of RC Frame with Steel Roof Structure

      Vol. 50   page： 63 - 68   2014.3

    　More details

    Language：Japanese  

    CiNii Research

  50. 慣性質量効果を有するダンパーの抵抗力特性

    鈴木敦詞, 畑中友, 藤田智己, 船木尚己

    日本建築学会大会学術講演梗概集（北海道）     page： 1007 - 1008   2013.9

  51. Property of Residential Force of Fluid Damper with Inertia Mass Effect

    SUZUKI Atsushi, FUJITA Tomomi, HATANAKA Tomoyuki, FUNAKI Naoki

      Vol. 76 ( 76 ) page： 111 - 114   2013.6

    　More details

    Language：Japanese   Publisher：Architectural Institute of Japan  

    CiNii Research

    Other Link： http://www.aij.or.jp/paper/detail.html?productId=394767

  52. 東北地方太平洋沖地震を受けた学校建物被害調査に基づく既往の耐震診断の妥当性と問題点に関する考察

    鈴木敦詞, 畑中友, 藤田智己, 船木尚己, 飯藤將之, 田中礼治

    東北地域災害科学研究   Vol. 49   page： 75 - 80   2013.3

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To the head of MISC.▲

Presentations 4

  1. Solution for Building the Future…of Buildings

    Expo SRCD  2025.9.3 

  2. Earthquake Damage Control Design: Focusing on Doctoral Research Planning Invited

    Atsushi Suzuki

    M-JEED Joint Seminar at Mongolian University of Science and Technology  2018.6.14 

    　More details

    Presentation type：Public lecture, seminar, tutorial, course, or other speech  

  3. 古典・先端的手法を融合させた金属結晶レベル から地域地震リスクに至る横断的研究 Invited

    日本建築学会近畿支部鉄骨構造部会  2026.3.17 

  4. Structural performance evaluation of steel members and steel-concrete composites

    CIVL 511: Seismic design of steel structures  2024.12.6 

To the head of Presentations.▲

Other research activities 15

  1. 小型車両系建設機械（整地等3t未満）運転特別教育

  2. 一級建築士

  3. フォークリフト運転技能講習

  4. Professional Engineer (PE)

    　More details

    Kentucky Board of Engineers & Land Surveyor, United States of America

  5. 宅地建物取引士

  6. 宮城県被害建物応急危険度判定士

  7. 小型移動式クレーン運転技能講習

  8. 床上操作式クレーン運転技能講習

  9. 玉掛け技能講習

  10. 第三種電気主任技術者

  11. 第二種電気工事士

  12. 酸素欠乏・硫化水素危険作業主任者

  13. 震災建築物被災度区分判定・復旧技術者

  14. 騒音・振動関係公害防止管理者

  15. 高所作業車運転技能講習

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To the head of Other research activities.▲

KAKENHI (Grants-in-Aid for Scientific Research) 19

  1. 高層建築物・杭基礎－軟弱地盤系の進行性連鎖倒壊の解明と終局耐震性能評価

    Grant number：24H00342  2024.4 - 2028.3

    日本学術振興会  科学研究費助成事業  基盤研究(A)

    木村 祥裕, 鈴木 敦詞, 古川 幸, 大野 晋, 吉野 裕貴

  2. 加熱冷却を受けた突起付鋼板により支持される鉄筋コンクリート構造物の地震動による累積損傷評価法の開発

    2024.4 - 2025.3

    　 More details

    Authorship：Principal investigator 

  3. 震災時避難所空間構造物の構造被害リスクの定量的評価スキーム

    2023.7 - 2024.3

    東北大学災害科学国際研究所  災害レジリエンス共創研究プロジェクト 

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    Authorship：Coinvestigator(s) 

  4. Design method of steel buckling-restrained braced frame securing continuous building use with consideration of varying stress transfer mechanism

    2023.4 - 2026.3

    Japan Society for the Promotion of Science 

    　 More details

    Authorship：Principal investigator 

  5. Establishment of large-span steel-concrete composite beam utilizing potential of concrete slab

    2023.4 - 2026.3

    　 More details

    Authorship：Principal investigator 

  6. Establishment of integrated Japanese-European seismic performance evaluation method for high stiffness and strength composite building structures utilizing potential capacity of concrete slab

    2023.4 - 2025.3

    　 More details

    Authorship：Coinvestigator(s) 

  7. Evaluation of ultimate capacity of steel frame reflecting cyclic behavior of steel materials

    2023.4 - 2025.3

    　 More details

    Authorship：Principal investigator 

  8. A challenge to establish design method to secure continuous building use of steel buckling-restrained braced frame aiming safety and security

    2023.4 - 2024.2

    　 More details

    Authorship：Principal investigator 

  9. 建築構造物における制振レトロフィットの功罪

    2022.7 - 2023.3

    東北大学災害科学国際研究所  災害レジリエンス共創研究プロジェクト 

  10. 事故炉による損傷と経年劣化を考慮したPCV内部構造物の地震応答挙動評価法の開発

    2022.5 - 2024.3

  11. 大振幅地震動を受ける鋼構造制振構面における鉄骨梁の塑性変形能力評価法の確立

    2021.4 - 2022.3

    一般社団法人日本免震構造協会  鋼構造研究・教育助成事業 

    　 More details

    Authorship：Principal investigator 

  12. 鋼構造制振構面の部材間相互作用を反映した鉄骨梁の損傷制御設計法の確立

    2021.4 - 2022.3

    公益財団法人前田記念工学振興財団 

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    Authorship：Principal investigator 

  13. 正負繰り返し応力を受ける機械的ずれ止めの力学性状を考慮した 合成梁の保有性能評価

    2020.4 - 2022.3

    一般社団法人 日本鉄鋼連盟 

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    Authorship：Coinvestigator(s) 

  14. Evaluation of Ultimate Strength and Plastic Deformation Capacity of Composite Beam-Columns Considering Variable Stress Transfer between Damper and Main Structure of Vibration Damping Steel Structures

    Grant number：19H02280  2019.4 - 2022.3

    Japan Society for the Promotion of Science  Grants-in-Aid for Scientific Research  Grant-in-Aid for Scientific Research (B)

    Yoshihiro Kimura

    　 More details

    Concrete floor slabs are attached to most of beams in buildings, and it has been considered that they are highly effective in restraining for local buckling and lateral buckling of H-shaped beams during large earthquakes. However, during earthquakes, the concrete slab is also subjected to large cyclic stresses, and its stiffness and bearing capacity decrease gradually through a mechanism in which the stiffness and bearing capacity decrease significantly in tension and recover in compression. On the other hand, the deformation due to local buckling and lateral buckling of H-beams by the floor slab was evaluated with high accuracy in terms of the restraining effect and the ultimate bearing capacity and plastic deformation capacity of beams and columns.

  15. 想定外巨大地震時に座屈拘束ブレースとともに二重制振機構として適用される短スパン梁の設計法の提案

    2018.4 - 2019.3

    一般社団法人日本鋼構造協会  鋼構造研究助成事業 

    　 More details

    Authorship：Principal investigator 

  16. 制振鋼構造骨組における梁軸力を考慮した鉄骨梁の損傷制御設計法の構築

    2017.4 - 2019.3

    日本学術振興会  科学研究費助成事業 特別研究員奨励費 

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    Authorship：Principal investigator 

  17. 制振構面におけるH形鋼梁の保有性能評価式の構築

    2017.4 - 2018.3

    LIXIL住生活財団  若手研究助成（学生） 

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    Authorship：Principal investigator 

  18. グローバル安全学トップリーダー育成プログラム

    2016.4 - 2019.3

    文部科学省博士課程教育リーディングプログラム 

  19. 制振構面において繰り返し軸力を受けるH形鋼梁の塑性変形能力に及ぼす床スラブ（合成効果）の影響

    2016.4 - 2017.3

    一般社団法人日本鉄鋼連盟  鋼構造研究・教育助成事業 

    　 More details

    Authorship：Principal investigator 

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To the head of KAKENHI (Grants-in-Aid for Scientific Research).▲
 

Teaching Experience (Off-campus) 5

  1. 建築鉄骨構造の設計

    2023.4 - 2026.3 （Tohoku University）

  2. 工学英語Ⅱ

    2022.4 - 2026.3 （Tohoku University）

  3. 建築鉄骨構造

    2021.4 - 2026.3 （Tohoku University）

  4. 地盤と都市・建築

    2021.4 - 2026.3 （Tohoku University）

  5. 基礎設計Ｂ

    2021.4 - 2023.3 （Tohoku University）

To the head of Teaching Experience (Off-campus).▲
 

Social Contribution 2

  1. UN World Conference on Disaster Risk Reduction

    Role(s)：Advisor,　Planner,　Organizing member

    United Nations  2014.10 - 2015.3

  2. Fourth Annual Conference of Japan Association for Human Security Studies

    Role(s)：Planner,　Organizing member

    Japan Association for Human Security Studies  2014.4 - 2014.9

To the head of Social Contribution.▲