連層耐震壁の英語

また、ラーメン架構１０と連層耐震壁２０とは、所定の結合箇所４０で直接結合される。例文帳に追加

Meanwhile the frame 10 and the continuous-layered earthquake-proof walls 20 are directly coupled at prescribed different positions 40. - 特許庁

ラーメン架構１０と連層耐震壁２０とは、異なる振動特性を有している。例文帳に追加

The frame 10 and continuous layered earthquake-proof wall 20 are different in vibration characteristics from each other. - 特許庁

基礎２１に立設された柱と、相対向する柱１１の間に基礎梁２３から階数方向に連層的に配置された壁体３１とで構成された耐震壁により連層耐震壁部３を構成する。例文帳に追加

The multi-story shear wall section 3 is constituted of an earthquake resisting wall consisting of columns erected on the footings 21 and wall bodies 31 arranged in a multi-story state between the columns 11 opposed to each other from the footing beam 23 in the direction of number of stories. - 特許庁

建物Ｔ’の複数階にわたって上下方向に連続するように設けられた耐震壁１と、この耐震壁１を支持する付帯柱７とを備えた連層耐震壁構造Ａにおいて、付帯柱７に、軸方向にプレストレスを導入し、予め圧縮歪みを与えておく。例文帳に追加

In the multistory earthquake-resistant wall structure A including earthquake-resistant wall 1 provided so as to vertically continue over a plurality of floors of the building T' and a subsidiary column 7 supporting the earthquake-resistant wall 1, axial prestress is introduced into the subsidiary column 7, providing pressure distortion in advance. - 特許庁

従来の連層耐震壁を備えた建物よりも層数の大きな建物に適用可能な、並列連層耐震壁を備えた建物の構造を提供する。例文帳に追加

To provide a building structure having parallel multi-story shear walls applicable to a building having the layer number larger than a building having a conventional multi-story shear wall. - 特許庁

連層耐震壁２０とラーメン架構１０との間には、連層耐震壁２０の面外方向の変位を拘束し、面内方向の変位を許容する支承５２、５３が設けられる。例文帳に追加

Between the earthquake-resisting wall 20 and the rigid-frame structure 10, supports 52, 53 are provided for constraining displacement in the out-of-plane direction of the earthquake-resisting wall 20 while allowing its displacement in the in-plane direction. - 特許庁

連層耐震壁の周囲に高剛性の内周部フレームを設けて、その内周部フレームと連層耐震壁との間にも上下方向ダンパーを介装する。例文帳に追加

A high-rigidity inner peripheral frame is provided around the multi-layer quake resisting walls, and the damper 4 in up-down direction is also interposed between the inner peripheral frame and the multi-layer quake resisting walls. - 特許庁

最上階及び中間階に、連層耐震壁２の変形を制御する大梁１１、１２が連層耐震壁２と剛接合して外周部位に及ぶ長さに設けられている。例文帳に追加

The uppermost floor and the intermediate floor are provided with the girders 11, 12 for controlling the deformation of the continuous layer aseismatic walls 2, with the length extending to the outer peripheral part and rigidly joined to the continuous layer aseismatic walls 2. - 特許庁