連結制震構造の英語

単位免震装置と連結部材からなる多段免震装置において、地震時の重量構造物等に影響を及ぼす揺れをより効率良く合理的に抑制し、構造物の損傷等を回避できる多段免震装置を提供する。例文帳に追加

To provide a multi-stage base isolation device which more efficiently and rationally suppresses a tremor that affects a heavy construction and the like at the time of an earthquake and avoids damage and the like of the construction in the multi-stage base isolation device made up of unit base isolation devices and connection members. - 特許庁

揺れが小さい時には、両構造物間に生じる相対変位を利用して効率的な減衰効果を得ることができるとともに、揺れが大きい時には、耐震性能の低い構造物に対して優先的に揺れの応答を低減することができる構造物の連結制震構造を提供する。例文帳に追加

To provide a connecting and vibration control structure of a structure, obtaining an efficient damping effect by utilizing relative displacement between both structures in a small shake, and reducing response to a shake with priority to the strucure having an inferior earthquake proofing performance in a large shake. - 特許庁

この発明では、地震時に、制振対象構造物の連結部の橋軸方向変位及び橋軸直交方向軸回りの回転を拘束あるいは抑制することにより、制振対象構造物をラーメン構造化する地震時ラーメン化ダンパー７０を考案した。例文帳に追加

A damper 70 to be rigid-frame in earthquake is proposed in which a damping target structure is made into rigid-frame structure by restricting or suppressing the displacement of a connection part of the damping target structure in a bridge axis direction and the rotation around an axis in a direction orthogonal to a bridge axis in the case of earthquake. - 特許庁

壁空間を有効に利用し得て、しかも、大きな制震機能を得ることができ、下側水平部材及び上側水平部材のうちの少なく一方と一対の柱との連結部での極端な応力集中を避けることができて、連結部での早期の損壊を低減できる制震壁取付構造及び該制震壁取付構造を具備した建物を提供すること。例文帳に追加

To provide a vibration control wall mounting structure which can effectively utilize a wall space, which can obtain a great vibration control function, and which can reduce the early damage and destruction of a connecting portion between at least either of downside and upside horizontal members and a pair of columns by avoiding extreme stress concentration on the connecting portion; and to provide a building equipped with the vibration control wall mounting structure. - 特許庁

耐震補強対象である既存構造物（１０）と構造的に分離した隣接構造物（２０）をエネルギ吸収部材である連結部材（３０）により既存構造物に接続し、隣接構造物内に制振部材を配置したものである。例文帳に追加

An adjacent structure (20) separated structurally from the existing structure (10) of an aseismic reinforcing object is connected to the existing structure by a connecting member (30) of an energy absorbing member, and a vibration damping member is arranged in an inside of the adjacent structure. - 特許庁

油圧式制震ダンパにおける連結部材内の部材のメンテナンスの際に、その油圧式制震ダンパを一部解体する作業をしたり、又は建築物の構造体から油圧式制震ダンパの全体をそっくり取り外したりしなくとも、容易に連結部材内の部材のメンテナンス作業を行うことができる油圧式制震ダンパを提供する。例文帳に追加

To provide a hydraulic earthquake control damper allowing easy maintenance work of a member in a connecting member without performing work of dismantling a part of the hydraulic earthquake control damper or detaching the whole hydraulic earthquake control damper from a structure body of a building in performing maintenance of the member in the connecting member in the hydraulic earthquake control damper. - 特許庁

鉛直荷重を支える互いに独立した複数の縦材２・２を有し、縦材２および２同士を振動エネルギーを吸収する１又は複数の制震ダンパーを介して一体的に連結してなるラーメン構造用の制震柱１であって、前記制震ダンパーを、粘弾性ダンパー８により構成する。例文帳に追加

In the seismic damping column 1 for the rigid frame structure having a plurality of mutually independent vertical members 2, 2 supporting vertical load and integrally connecting the vertical members 2, 2 through one or a plurality of the seismic dampers absorbing vibration energy, the seismic dampers are composed of viscoelastic dampers 8. - 特許庁

高さおよび固有周期が実質的に同等である複数の建物Ａ，Ｂを対象とする連結制震構造であって、いずれかの建物Ａに対して回転慣性質量ダンパー３を付加することにより当該建物Ａを制震構造建物としてその建物Ａ全体の固有周期を他の建物Ｂの固有周期よりも長周期化せしめたうえで、当該建物Ａと他の建物Ｂとをダンパー１により連結する。例文帳に追加

In a connection vibration control structure intended for a plurality of buildings A and B having substantially same heights and natural periods, by installing a rotary inertia mass damper 3 in the building A, the natural period of the entire building A is made longer-cycled than that of the building B, with the building A as the vibration control structure building, and the buildings A and B are connected by a damper 1. - 特許庁