抗弯能力的英文

• bending value
• buckling resistance
• resistance to bending

• "抗弯"英文翻译    bending resistance; anti-ben ...
• "能力"英文翻译    ability; capacity; capabilit ...
• "钢制压力弯头的极限抗弯能力及挠度" 英文翻译 :    ultimate bending capacity and buckling of pressurized deg steel elbows
• "抗侧弯能力" 英文翻译 :    resistance to lateral bending
• "转弯能力" 英文翻译 :    cornering ability
• "最大转弯能力" 英文翻译 :    turning capability
• "抗弯曲疲劳能力" 英文翻译 :    resistance to bending fatigue
• "抗弯" 英文翻译 :    bending resistance; anti-bending◇抗弯负载 three-point loading; 抗弯刚度 flexural rigidity; 抗弯 (能)力 resistance to bending; bending resistance; 抗弯强度 [工业] bending strength; bend strength; buckling strength; flexural strength; flexure strength; strength of flexure
• "抗弯的" 英文翻译 :    flexural
• "抗弯力" 英文翻译 :    bending resistance; contrabending force
• "抗弯梁" 英文翻译 :    bending beam
• "抗弯曲" 英文翻译 :    counter bending
• "抗弯性" 英文翻译 :    buckling resistance; flexural resistance; resistance to bending strain
• "抗弯曲应变力 抗弯性" 英文翻译 :    resistancetobendingstrain
• "抵抗弯矩图" 英文翻译 :    resistance moment diagram
• "抗弯安全" 英文翻译 :    safety against buckling
• "抗弯负载" 英文翻译 :    three-point loading
• "抗弯刚度" 英文翻译 :    bending rigidity; bending stiffness; deflectional stiffness; flexible rigidity; flexural rigidity; flexural stiffness
• "抗弯刚性" 英文翻译 :    bending rigidity
• "抗弯构件" 英文翻译 :    bending member; flexure member
• "抗弯劲度" 英文翻译 :    bending stiffness
• "抗弯力矩" 英文翻译 :    contrabending moment
• "抗弯模数" 英文翻译 :    bending modulus
• "抗弯疲劳" 英文翻译 :    resistance to bending fatigue
• "抗弯强度" 英文翻译 :    bend strength; bending resistance; bending strength (transverse strength ); bendingstrength; buckling strength; cross breading strength; crossbreaking strength; deflection strength; flexure strength; o flexural strength; resistance to bending; resistance to flexure; transverse rupture stress

• The results of experimental program clearly indicate that significant strengthening of reinforced concrete beams can be realized by bonding cfrp to the tension face of the beaxn , meanwhile the ductibility of beams decreased
  观察了加固后梁的破坏形式，对破坏形式进行了分析。试验结果显示：外贴碳纤维对梁的正截面抗弯能力有明显提高，加固梁的刚度增加而延性降低。
• According to some common problems of aseismic design for cement - brick building with ground two - floor frame aseismic walls , the thesis raises opinions such as resonable layout for the ground two - floor frame aseismic walls , shear - resist and bend - resist ability of the transition floors should be strengthened
  就底部两层框架抗震墙砖房抗震设计的几个问题，提出底部两层框架抗震墙体系的合理布置，过渡楼层抗剪抗弯能力应适当增强，以及构造措施等。
• The work done in this paper is mainly as follows : ( 1 ) the wide beam should intrude to the wall at some length to make the flexural stress uniform along beam section width , thus make full use of the beam ' s bearing capacity and avoid the shear failure in the concrete joint . and it also prevents stress focus and concrete crack in the local shear wall
  关于宽梁与薄墙肢节点，可以得出以下几点初步结论：宽梁应该深入墙肢一定的深度，以使宽梁截面的弯曲应力沿着梁截面宽度分布均匀，充分发挥宽梁的抗弯能力，同时避免节点区混凝土的剪切失效，也避免剪力墙的局部因为受到的应力过大而拉裂。
• From the analysis , some suggestion about joint rigidity design is put forward : 1 . joint initial rigidity can be enhanced within the limited range when to increase end - plate thickness ; 2 . the rigidity and ultimate moment can be enhanced obviously when to adopt the beam with inclined section or to add axilla at the connections between beam and column ; 3 . withm the permissive construction condition , exteriorly extended end - plate inclinedly placed is suggested to be applied firstly ; 4 . when the rate of joint rigidity to beam rigidity , that is called , is less than 0 . 1 , the joints can be regarded as zero - rigidity joints ; on the other hand , if is more than 26 , it is rigid connection joints
  采用斜截面梁并在梁柱交接处局部加腋能明显提高节点刚度和梁的抗弯能力； 3在允许的施工条件下，应优先采用外伸式端板斜放节点，有利于提高节点刚度，进而提高节点的抗弯能力； 4节点刚度与其连接构件的刚度比值0 . 1时，可按铰接节点设计； 26时，可按刚接节点设计。
• But this time , the authors considered more factors that can influence the precise , which include plastic resistant moment of special - shaped columns , bending stiffness of beams and cracking of walls . then , the equivalent width of diagonal strut is worked out . based on above results , the bar system model is used to calculating the internal force of the structure and the results were match the testing data basically
  给出结构的简化计算方法，本文利用砌块墙体的斜压杆等效原理，并考虑了异形柱的塑性抵抗矩、 0梁的抗弯能力以及马牙搓连接等多种因素，解出了斜压杆的等效宽度，在此基础上按杆系模型对结构进行了简化静力验算，结果与试验基本相符。
• The numerical results show that the lateral ground displacement is one of factors that cause pile failures in liquefied ground . at the soft - hard interface , pile may overbear the ultimate moment which leads to bending and shearing failures . therefore , except the effect of large inertial loads from superstructure , the influence of the lateral ground displacement on pile foundation cannot be neglected in a seismic design of pile foundation in lateral spreading ground
  计算结果表明地基的侧向位移是与液化有关的桩基震害的主要原因之一，在软硬交界处桩可能承受了超出桩本身极限抗弯能力的弯矩，容易发生弯剪破坏，在有液化侧扩地基中桩基的设计不能仅考虑上部结构震动的影响，地基的水平侧向位移对桩基的影响不容忽视。
• To guarantee the stability of the frame in strong earthquake motion , and on the basis of analysis on the concept of “ capacity design ” in the above three countries seismic design provisions , it is advised that the moment amplification coefficients at the bottom sections of columns for the frame structures in some seismic intensity be increased to reduce the possibility of the frame column yielding . taking the above three countries seismic codes as reference , it is recommended that it be added details of seismic design by using diagonal shear reinforcement to safeguard beams against sliding shear failure , when the positive - negative shear forces are reverse and the ratio is high
  为了保证在大震作用下框架结构的稳定性,借鉴国外规范“柱-梁承载力级差系数”的思想,本文提出了对部分抗震等级的框架结构的柱端抗弯能力增强系数应予以提高,以降低框架柱屈服的可能性;参照国外有关规范的发展,本文建议对于正、负剪力反向且比值较大的框架梁宜增加交叉斜筋,以防止沿垂直裂缝发生严重的剪切错动。