延性性能的英文

• ductile properties

• "延性"英文翻译    ductility; drawability; stri ...
• "性能"英文翻译    function; performance; prope ...
• "压延性能" 英文翻译 :    calenderability; drawability; drawing quality
• "非线性性能" 英文翻译 :    non-linear behaviour
• "功能性性能" 英文翻译 :    functional capabilities
• "滞弹性性能" 英文翻译 :    anelastic behavior
• "耐波性性能图" 英文翻译 :    seakeeping performance diagram
• "季节性性能系数" 英文翻译 :    seasonal gas
• "可靠性性能测定" 英文翻译 :    reliability performance measure
• "延性" 英文翻译 :    [物理学] ductility; drawability; stringiness; stretchability; tensility
• "可靠性能测量可靠性性能测定技术" 英文翻译 :    reliability performance measure
• "垂直方向试样火焰蔓延性能的测定" 英文翻译 :    textilesburning behaviourflame spread properties of vertically oriented specimensmens
• "功能使用性可靠性性能支持" 英文翻译 :    furps
• "垂延性" 英文翻译 :    drape
• "负延性" 英文翻译 :    length fast
• "广延性" 英文翻译 :    extensive properties; extensive property
• "可延性" 英文翻译 :    ductility
• "热延性" 英文翻译 :    hot ductility
• "外延性" 英文翻译 :    epitaxy; extensionality
• "无延性" 英文翻译 :    nil ductility
• "压延性" 英文翻译 :    calenderability; drawability
• "延性；性" 英文翻译 :    ductility
• "延性比" 英文翻译 :    ductility ratio
• "延性的" 英文翻译 :    ductile
• "延性钢" 英文翻译 :    ductile steel; ductilesteel

• Due to the security of structure , the ductility of steel bar should raise to the same position of the intensity
  显然从结构安全性考虑，必须将钢筋的延性指标提高到与强度标准同等重要的地位上，即要求钢筋同时具有良好的强度和延性性能。
• After considering the influences of the tensility performance and ratio of damping on the earthquake action of steel structure , the reference formula to design the earthquake force based on the is given
  在考虑了钢结构的延性性能、阻尼比等因素对结构地震作用的影响之后，给出了采用概率延性调整系数的设计地震力的参考公式。
• Firstly , the shear wall ' s load - carrying capacity , displacement , properties of ductility , shape of damage , distribution of plastic hinge are analyzed through delaminating combination finite element method with numerical value method
  首先选用分层组合式有限元方法利用数值方法分析剪力墙结构的承载力、位移、延性性能、破坏形态、塑性铰等问题。
• This paper has put forward such one , i . e . to use the dimensional angle iron framework to strengthen the center of the knot in order to add its degree of toughness and stiffness , improve its crack load and aggrandize its ultimate deformation
  本文提出了一种提高节点抗震性能的新方法? ?用空间角钢骨架对节点核心区进行加强，以增大节点的强度、刚度，提高节点的抗剪、抗裂性能，并增大节点的极限变形能力及延性性能。
• As part of national natural scientific research fund ( grant no . 50078021 ) , the dissertation is emphasized on investigating the failure modes and evaluating the global ductility of the staggered truss steel frame under the action of high - seismic excitation
  本文作为国家自然科学基金资助项目(批准号5007802 )中子课题研究的一部分内容，主要对于钢结构交错桁架体系在强震下的基本破坏模式和体系整体抗震延性性能进行分析和评估。
• And so on , to understand the influence for the m - relation curve of special - shped column rection with considerd the sliding of reinforcement anchoring . and compared the results to rectangle rection , analyzed the effect with the ductility of the special - shaped column by the factor referd ahead
  通过改变荷载角、轴压比、混凝土强度等级等参数,来深入了解考虑粘结滑移后对异形柱截面弯矩?曲率关系的影响,并分析了上述因素对异形柱截面延性性能的影响。
• Based on a quasi - static test of two - lay - three - story concrete - filled rectangular steel tubular frame ( crstf ) , ductility behavior , dissipation of seismic energy , degeneration of stiff and intensity of the crstf under low - frequency , horizontal , repeat load are analyzed . hysteretic curves to each floor of crstf between displacements and repeat loads , together with corresponding framework curve and resilience model to top floor of crstf is shown , too
  本文基于一榀三层两跨方钢管混凝土框架拟静力试验，分析了低周反复水平荷载作用下框架的延性性能和强度与刚度的退化以及抗震耗能能力，给出了框架各层位移随反复荷载变化的滞回曲线，并根据顶层滞回曲线进一步得出了框架顶层骨架曲线及相应的恢复力模型。
• At present , the research of special - shaped columns is pool in the world and the research of r . c special - shaped columns with concealed column and arbitrarily inequiaxial r . c special - shaped columns is less . the theoretical research of ductility of the two types of special - shaped columns is processed and the designed compression ratio is determined in the article . a method of theoretical research of curvature ductility is put forward on the basis of existed research documents of special - shaped columns
  国内外都有关于异形柱方面的研究文献，但多集中在普通异形柱方向，而对带暗柱的异形柱和不等肢异形柱的研究较少，即使涉及到这两个领域，但都是很肤浅的一些研究，本文将对这两种异形柱的延性性能进行理论研究并确定它们的设计轴压比限值。
• In this thesis , four types of steel beam - rectangular cfst column connections , including normal welded flange plate ( wfp ) connection , bolted flange plate ( bfp ) connection , stiffened end plate ( sep ) connection and double split - tee plate ( dst ) connection , were designed based on the configuration of steel frame connection . total 8 models , 2 models of each kind of connections were tested under low - reversed cyclic loading at the end of cfst columns . the relationships between force and displacement at the end of columns , the relationships between the moment and rotation of the joints , degradations of strength and stiffness , ductility , failure mechanism and failure characteristics of these four connections under different axial - compression ratios were presented
  本文借鉴钢框架节点构造，设计了四种类型矩形钢管混凝土柱与钢梁连接节点，包括常规栓焊( wfp )节点、翼缘全螺栓连接( bfp )节点、双t板连接( dst )节点以及加劲端板连接( sep )节点，进行了四类节点8个模型试件在柱端低周反复荷载作用下的抗震性能试验研究，比较了不同轴压比下节点的滞回性能、强度与刚度退化、延性、破坏机理与破坏特征，主要结论有： 1 、节点的位移滞回曲线与转角滞回曲线为块型分布，没有或略有捏拢现象，耗能能力强； 2 、轴压比对节点滞回曲线有显著影响，全部节点都有显著的刚度退化； 3 、位移与转角骨架曲线在峰值荷载后有较长的水平或下降段，具有良好的延性性能； 4 、从整体抗震性能上看，翼缘全螺栓连接节点、双t板连接与加劲端板连接节点都优于常规栓焊节点，可在实际工程中加以推广。
• 3 ) after investigating the influence of several types of truss on the global ductility of the staggered truss steel framing system , a type of truss which is called scf truss is proposed . the truss act mostly as eccentric braced frames ( ebc ) . the analysis show the scf truss can help improve the global ductility of the staggered truss steel frame with diagonal braces truss
  4 )通过不同桁架形式对整体延性的影响作用的分析比较，指出采用本文中给出的sct桁架形式可以在保持抗侧刚度基本不削弱的情况下，较好改善混合交错桁架体系的整体延性性能。