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同調粘性マスダンパー付アウトリガー構造を用いた中央コア型超高層建物の地震応答制御と実現可能性評価 FEASIBILITY STUDY OF SEISMIC RESPONSE CONTROL OF A CENTER CORE TYPE TALL BUILDING BY A NOVEL DAMPED OUTRIGGER SYSTEM WITH TUNED VISCOUS MASS DAMPERS
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スリット配置の異なるオイルダンパースリット付ブレースチューブ構造の動的応答特性 NUMERICAL INVESTIGATION OF DYNAMIC RESPONSE CHARACTERISTIC OF DAMPED BRACED TUBE SYSTEM WITH DIFFERENT DAMPED SLIT COMFIGURATION
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ダンパーの導入費用対効果に着目した制振スリット付ブレースチューブ構造の最適地震応答制御 OPTIMAL SEISMIC RESPONSE CONTROL OF DAMPED BRACED TUBE SYSTEM WITH FOCUS ON COST PERFORMANCE OF INTRODUCING ENERGY-DISSIPATION DEVICES
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A novel damped braced tube system for tall buildings in high seismic zones
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地震動入力レベルを考慮したダンパー付単層アウトリガー構造の非線形動的応答特性 NON-LINEAR DYNAMIC RESPONSE CHARACTERISTIC OF SINGLE-DAMPED OUTRIGGER SYSTEMS WITH OIL DAMPERS OR ELASTO-PLASTIC DAMPERS CONSIDERING DESIGN EARTHQUAKE LEVELS
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First mode damping ratio oriented optimal design procedure for damped outrigger systems with additional linear viscous dampers
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種々の設計変数が線形粘性ダンパー付単層アウトリガー構造の動的応答特性に与える影響 EFFECT OF DESIGN PALAMETERS ON DYNAMIC RESPONSE CHARACTERISTIC OF SINGLE DAMPED OUTRIGGER SYSTEM INCORPOLATING LINEAR VISCOUS DAMPERS
