梁曲げ降伏の英語

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

偏心接合部の面外曲げ降伏耐力ｆＭｙと、パンチングシャー降伏耐力ｐｓＭｙとを、降伏線理論を用い、該降伏線理論に鋼梁の偏心量を反映させて求める。例文帳に追加

An out-of-plane bending yield proof stress fMy of the eccentric joint part and a punching shear yield proof stress psMy are obtained using a yield line theory and reflecting an amount of eccentricity of a steel beam in the yield line theory. - 特許庁

そして、地震による建築物の傾きにより、間柱、即ち吸収部材６、6a…を、柱及び大梁が降伏する前の小変形の状態で曲げ降伏させて、この曲げ降伏による履歴により地震エネルギーを吸収する。例文帳に追加

The studs, the absorbing members 6, 6a, etc., are flexural-yielding under the state of small deformation before the yielding of the columns and the girders by the inclination of the building by an earthquake, and the energy of the earthquake is absorbed by hysteresis due to the flexural yielding. - 特許庁

そして、求められた面外曲げ降伏耐力値ｆＭｙと、パンチングシャー降伏耐力値ｐｓＭｙと、柱梁の溶接接合部の降伏耐力値ｗＭｙのうちの最も小さい耐力値を、偏心接合部の降伏耐力ｊＭｙとする。例文帳に追加

The smallest proof stress value of the obtained out-of-plane bending yield proof stress fMy, the punching shear yield proof stress psMy, and a yield proof stress wMy of a welding joint part of the column/beam is the yield proof stress jMy of the eccentric joint part. - 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

軸力抵抗要素８は、柱・梁部材の地震による曲げ・せん断力による降伏荷重以下で降伏し、接合要素Ｂ９は、軸力抵抗要素８の座屈部位拘束材を兼ねていることを特徴とする。例文帳に追加

The axial force resisting element 8 is yielded at yield load or less by bending and shearing force due to an earthquake of the column and beam member, and the joining element B9 is also used for a buckling constraint material of the axial force resisting element 8. - 特許庁

また、鋼製梁１が変形しても、隙間１２により、コンクリート床版６から柱５に荷重が加わることがなく、曲げ降伏強度は梁１の本来の強度となる。例文帳に追加

Even if the steel beam 1 is deformed, load is not applied on the column 5 from the concrete floor slab 6 by virtue of the clearance 12, and flexural yield strength becomes original strength of the beam 1. - 特許庁