例句與造句

1. 2 . the suffering failure of columns within yield hinge regions and classified standard are expressed in detail to end the confusion of expression and application in the subject area in china
   從混凝土及箍筋應力水平等條件出發(fā)，提出縱筋屈服后框架柱破壞形態(tài)的分類標準；縱筋屈服后框架柱破壞形態(tài)可分為彎曲破壞及彎曲剪切破壞等形式。
2. 9 . some detail requirements, such as the maximum axial load ratio in columns, the minimum of confined transverse reinforcement within yield hinge regions and so on, are also proposed to modify chinese code ( gbj1o-89 )
   本文還討論了現(xiàn)行《混凝土結構設計規(guī)范》（gbj10?89）關于軸壓比限值及柱端加密區(qū)約束箍筋最小要求等構造方面存在的問題，提出了相應的修正建議。
3. 5 . the truss-arch model is brought up to analyze the shear capacity of columns within yield hinge regions . the shear contribution of concrete and transverse reinforcement, the response of various displacement ductility factors under cyclic load is described
   本文還推導了框架柱塑性鉸區(qū)域橫向剪切變形計算公式，探討了塑性鉸區(qū)域剪切變形與彎曲變形成分隨加載循環(huán)次數(shù)增加而變化的規(guī)律。
4. a seismic shear capacity equation for ductility and non-ductility columns is proposed to amount for the reduced shear contribution of concrete as to the increasing of displacement ductility levels . 6 . the behavior of columns * transverse displacement within yield hinge regions is also discussed based on truss-arch model . 7 . the seismic shear capacity design equation of columns with various ductility levels is proposed in statistic method on the basis of test data collected from japan and china to simplify the equation resulted from truss-arch model
   對國內外試驗資料進行了統(tǒng)計分析，詳細分析了剪跨比、軸壓比及配箍特征值對框架柱構件抗剪承載力的影響，得到了反復荷載下框架柱塑性鉸區(qū)域極限承載力計算的統(tǒng)計公式；在理論推導公式及統(tǒng)計公式的基礎上，參考國內外規(guī)范，首次管品武；鋼筋混凝土框架柱塑性鉸區(qū)抗剪承載力試驗研究及機理分析提出了鋼筋混凝土框架柱塑性鉸區(qū)域剪切承載力抗震延性設計實用公式。
5. It's difficult to find yield hinge in a sentence. 用yield hinge造句挺難的