同調質量ダンパの英語

構造体の他の任意の層間に振動遮断機構２としての回転慣性質量ダンパーを設置して、その慣性質量と層剛性とにより定まる固有振動数を任意の遮断振動数に同調させる。例文帳に追加

A rotary inertia mass damper as a vibration interruption mechanism 2 is installed between the other arbitrary stories of the structure; and natural frequency, which is determined by the inertia mass and story stiffness of the rotary inertia mass damper, is synchronized with an arbitrary interrupted frequency. - 特許庁

ＴＭＤ機構は、免震建物が基礎に対して上下方向に相対振動を生じた際に作動する慣性質量ダンパーを支持部材により支持してなり、慣性質量ダンパーによる慣性質量と支持部材の剛性により定まるＴＭＤ機構の固有周期を免震建物の上下方向の固有周期に同調させる。例文帳に追加

The TMD mechanism is constituted to support an inertia mass damper operating when the base-isolated building causes relative vibration in the vertical direction for the foundation by a support member and synchronize a natural period of the TMD mechanism to be fixed by inertia mass generated by the inertia mass damper and rigidity of the support member with a natural period in the vertical direction of the base-isolated building. - 特許庁

本体部と下弦材との間に、回転慣性質量ダンパー８と同調ばね９とが直列に接続されて本体部の主架構に対する上下方向の相対振動を制御するＴＭＤ機構７を介装する。例文帳に追加

Between the body part and the lower chord material, a rotary inertia mass damper 8 and a tuning spring 9 are connected in series and a TMD mechanism 7 for controlling the relative vibrations in the vertical direction to the main frame of the body part is interposed. - 特許庁

回転慣性質量ダンパーと支持部材とにより構成される付加振動系の固有振動数を制振対象の主振動系の固有振動数に同調させる。例文帳に追加

The natural frequency of an additional vibration system consisting of the rotary inertia mass damper and the supporting member is synchronized with the natural frequency of a main vibration system to be vibration-damped. - 特許庁

多層建物に適用される制震構造であって、多層建物を構成する構造体の任意の層間に回転慣性質量ダンパー１ａと付加バネ１ｂとを直列配置したＴＭＤ機構１を設置し、その固有振動数を構造体の１次固有振動数に同調させる。例文帳に追加

In this seismic control structure for being applied to the multistoried building, a TMD mechanism 1, in which a rotary inertia mass damper 1a and an additional spring 1b are disposed in series, is installed between arbitrary stories of a structure constituting the multistoried building; and the natural frequency of the TMD mechanism is synchronized with the primary natural frequency of the structure. - 特許庁

免震基礎の周縁部と免震ピットの底面との間に、建物のロッキングを抑制するためのロッキング抑制装置として、免震基礎の上下振動によって作動する回転慣性質量ダンパー８と板バネ９等の付加バネとからなるＴＭＤ機構７を介装し、その固有周期をロッキング周期に同調させる。例文帳に追加

A TMD mechanism 7 comprising a rotary inertia mass damper 8 that is actuated by vertical vibration of the base isolated foundation and an additional spring such as a plate spring 9 or the like as a rocking suppressor for suppressing rocking of the building is inserted between a peripheral edge of the base isolation device and a bottom surface of the base isolation pit, of which natural period is synchronized with a rocking period. - 特許庁