梁降伏形の英語

エネルギー吸収部材５は、梁部材３の材端部３ｂが接合される柱梁接合部の隅角部に配置し、柱梁接合部の回転に伴って早期に降伏させ、塑性変形によるエネルギー吸収能力を発揮させる。例文帳に追加

The energy absorbing member 5 is disposed at the corner part of the column-beam joint part to which the end 3b of the beam member 3 is jointed, and formed to yield early in association with the rotation of the column- beam joint part to exhibit energy absorbing capability based on plastic deformation. - 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

プレキャストコンクリート製の柱２０及び梁２２を用いて下層から上層へと順次建物１０の骨組みを構築する際に、これら柱２０及び梁２２で囲まれた空間に低降伏点鋼板２４を組み込んで制震壁１８を形成する。例文帳に追加

When sequentially constructing the framework of the building 10 from lower story to upper story through the use of columns 20 and beams 22 made of precast concrete, the seismic control walls 18 are formed by incorporating the low-yield-point steel sheets 24 into a space surrounded by the columns 20 and beams 22. - 特許庁

境界梁ダンパー１を構成するＨ形鋼２は、上部部材である上フランジ２ａ及びウェブ２ｂが高張力鋼、下部部材である下フランジ２ｃが降伏点の低い極軟鋼というように異なる部材により製作されたものである。例文帳に追加

The H-shaped steels 2 constituting the boundary beam damper 1 are so constituted that upper flange 2a as an upper member and a web 2b are made of a high tension steel and that a lower flange 2c as a lower member is made of a different member such as an extreme soft steel with low yield point. - 特許庁

ブロック壁は、左右の側辺と柱との間に低降伏点鋼ブロック部材が鋼製ブロック部材より大きく変形するのに十分なクリアランスを設けて建物の架構面内に組み込まれ、その上下の辺がそれぞれ梁と接合されている。例文帳に追加

The block wall is incorporated into a frame surface of the building, by arranging sufficient clearance between the left-right side edges and a column for deforming the low yield point steel block member lager than the steel block member, and its upper-lower edges are respectively joined to a beam. - 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、梁などの鋼管コンクリート構造部材において曲げ変形が集中する部材端部に限定して、鋼管とコンクリートの境界部位に、塑性化しやすい鉛、極低降伏点鋼などの減衰材料による円筒形減衰材を配置し、充填コンクリートによって鋼管と一体化してなる。例文帳に追加

A cylindrical damping material by a damping material such as easily plasticized lead and very low yielding point steel is arranged in a boundary part between a steel pipe and concrete by being limited to a bending deformation concentrating member end part in a steel pipe concrete structural member such as a column and a beam to be integrated with the steel pipe by the filled concrete. - 特許庁