梁降伏先行の英語

梁曲げ降伏先行型架構例文帳に追加

BEAM FLEXUAL YIELDING PRECEDING TYPE FRAME - 特許庁

建物の主架構を柱４の曲げ剛性が梁２０の曲げ剛性よりも小さい柱先行降伏型の架構とする。例文帳に追加

A main frame of the building is to be a column preceding yield type frame in which the flexural rigidity of the column 4 is smaller than that of a beam 20. - 特許庁

この構成は、いわゆる梁降伏先行形に近い形態を採り、その崩壊メカニズムは全体崩壊形となって、耐震性が向上する。例文帳に追加

In this way, a form close to a beam yield prior shape can be taken and its collapse mechanism forms the whole collapse configuration and hence the aseismatic property can be improved. - 特許庁

建築物の開口部を大きくとることができ、鉄筋量を大きく減らすことができ、さらに梁が柱に先行して降伏することによって、柱の降伏およびせん断破壊を避け、建築物全体の破壊を避けることができる建築物を提供する。例文帳に追加

To provide a building capable of forming a large opening part of the building, reducing amount of reinforcing bars greatly, and avoiding yielding and shearing destruction of a column due to yielding of a beam by preceding the column to avoid destruction of the whole building. - 特許庁

門型フレームに水平力が働いた時に、柱や梁に先行して、梁端部と柱頭部の間に設けた水平ブラケット部３をせん断降伏させることで、柱および梁の弾性を保ち、門型フレーム全体の変形能力を確保する。例文帳に追加

When a horizontal force is applied to the portal frame, the horizontal bracket part 3 installed between the beam end and the column head is set to undergo shearing yield prior to the column and the beam, so as to maintain the elasticity of the column and the beam and to secure the deformation capacity in the entire portal frame. - 特許庁

２層以上の建物の要所に振動エネルギーを吸収して消散させる粘弾性壁３のような制震装置を設けるとともに、該建物の主架構を柱１の曲げ剛性が梁２の曲げ剛性よりも小さい柱先行降伏形の架構とする。例文帳に追加

Vibration control devices such as visco-elastic walls 3 for absorbing and dispersing vibrating energy are provided at required positions in a two or more layered building and the main frames of the building are formed in a column precedingly yielding shape with the bending rigidity of columns 1 being smaller than the bending rigidity of beams 2. - 特許庁

柱梁架構の強度・剛性の向上が図れ、大地震時には柱梁架構に先行して降伏し、爾後、地震の振動エネルギを吸収して揺れを減少させ得るだけでなく、開口部の平面計画及び制振構造の配置計画が容易に行え、かつ既存建造物に対しても一体性を持たせて容易に補強工事が行えるＲＣ造耐震真柱を造を提供する。例文帳に追加

To provide an RC earthquake resistant stud which improves the strength and rigidity of a column-beam skeleton, yields peecedently the column-beam skeleton in a large earthquake, absorbs the vibration energy of the earthquake and reduce the oscillation, facilitates the plan arrangement of an opening part and the arrangement plan of a vibration control structure, and easily achieves the reinforcement work integratedly with an existing building. - 特許庁