Masaru KIKUCHI 研究室

主宰者：Masaru KIKUCHI

北海道大学

AI 要約（直近 5 年の研究成果）

要約はまだ生成されていません。

※ AI（Claude）が、公開されている論文要旨から研究の問い・手法・主要な発見を事実情報として抽出・再構成して自動生成しています。誤りを含む可能性があるため、正確性は研究室公式情報でご確認ください。

外部リンク

関連研究室(8 件)

研究成果（14 件）

[2025] On the Response of Seismically Isolated Buildings Equipped with Quasi‐Zero Stiffness Device and Tuned Inerter Dampers
DOI: https://doi.org/10.1002/eqe.70051
[2025] Development of Seismic Isolation Fail-Safe Structure Against Huge Earthquakes
DOI: https://doi.org/10.5610/jaee.25.2_86
[2024] VIBRATION CHARACTERISTICS OF DISPLACEMENT CONTROL SYSTEM COMBINING QUASI-ZERO STIFFNESS AND INERTER
DOI: https://doi.org/10.3130/aijs.89.708
[2024] PARETO FRONT OF DEMAND SPECTRA NORMALIZED BY GROUND MOTION FOR SINUSOIDAL RESPONSES OF SDOF SYSTEMS
DOI: https://doi.org/10.3130/aijs.89.140
[2023] EARTHQUAKE RESPONSE EVALUATION OF SEISMICALLY ISOLATED BUILDINGS CONSIDERING THERMAL-MECHANICAL COUPLED BEHAVIOR OF LEAD RUBBER BEARINGS
DOI: https://doi.org/10.3130/aijs.88.211
[2023] LOADING TEST AND ANALYSIS METHOD FOR COMBINED EVALUATION OF VELOCITY AND TEMPERATURE DEPENDENCIES ON MECHANICAL PROPERTIES OF SLIDING BEARINGS
DOI: https://doi.org/10.3130/aijs.88.1646
[2023] Development of Nonlinear Geometric Seismic Isolation with a Duffing Spring
DOI: https://doi.org/10.1155/2023/3917013
[2023] DISPLACEMENT CONTROL SYSTEM FOR SEISMIC ISOLATION ON FULL-SCALE DISPLACEMENT EQUIPPED WITH HSLDS AND ROTATIONAL INERTIA
DOI: https://doi.org/10.3130/aijs.88.426
[2022] THERMAL-MECHANICAL COUPLED BEHAVIOR OF TIN RUBBER SEISMIC ISOLATION BEARINGS
DOI: https://doi.org/10.3130/aijs.87.1142
[2022] A FAIL-SAFE BRAKING DEVICE FOR SEISMIC ISOLATION AGAINST MEGA EARTHQUAKES
DOI: https://doi.org/10.3130/aijt.28.1154

続きを表示（残り 4 件）

[2022] Seismic response control effects for reinforced-concrete buildings incorporating a passive variable friction device
DOI: https://doi.org/10.1016/j.jobe.2022.105388
[2022] A seismic mass damper system using scrap tire pads: Loading tests on mechanical properties and numerical assessment of the response control effects
DOI: https://doi.org/10.1016/j.soildyn.2022.107257
[2022] TIME HISTORY RESPONSE ANALYSIS CONSIDERING REPEATED DEFORMATION DEPENDENCE OF THE OIL DAMPER UNDER EXTREMELY STRONG EARTHQUAKE GROUND MOTIONS
DOI: https://doi.org/10.3130/aijjse.68b.0_376
[2022] Basic Study on Damping Characteristics Evaluation of Concrete Structures Based on Impulse Excitation Tests
DOI: https://doi.org/10.1299/jsmesed.2022.20.207

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