负弯矩的英文

• hogging moment
• negative bending moment
• negative moment

• "负"英文翻译    burden; load
• "弯"英文翻译    curved; bent; crooked; flexu ...
• "矩"英文翻译    carpenter's square; square r ...
• "负弯矩钢筋" 英文翻译 :    negative moment reinforcement; negative reinforcement
• "弯矩" 英文翻译 :    bendingmoment; bent; bm bending moment; flexural moment; moment of flexion; moment of flexure
• "负弯度" 英文翻译 :    negative camber
• "负弯曲" 英文翻译 :    hogging bending; negative bending
• "负弯钢筋" 英文翻译 :    cap cable
• "负弯曲力矩" 英文翻译 :    hogging bending moment
• "负弯月透镜" 英文翻译 :    diverging meniscus lens
• "弯矩图, 弯矩图" 英文翻译 :    bending moment diagram
• "次弯矩" 英文翻译 :    parasitic moment
• "风弯矩" 英文翻译 :    wind bending moment
• "杆弯矩" 英文翻译 :    bar moment
• "扭弯矩" 英文翻译 :    torsional moment
• "双弯矩" 英文翻译 :    bimoment
• "外弯矩" 英文翻译 :    outer bending moment
• "弯矩；力矩" 英文翻译 :    bending moment
• "弯矩杆" 英文翻译 :    moment bar
• "弯矩谱" 英文翻译 :    bending moment spectrum
• "弯矩图" 英文翻译 :    bending moment diagram; bendingmomentdiagram; moment diagram
• "弯矩轴" 英文翻译 :    moment axis
• "正弯矩" 英文翻译 :    positive bending moment; positive moment; sagging moment
• "主弯矩" 英文翻译 :    primary moment
• "标准弯矩" 英文翻译 :    standard bending moment

• Finite element analysis on flexural loading capacity of composite slim beam with deep deck in the hogging moment region
  负弯矩区深肋组合扁梁抗弯性能的有限元分析
• However , the cantilever beam ’ s concrete deck of this structure will be cracked easily at the negative moment region
  该结构悬臂挑梁根部混凝土板承受负弯矩,容易开裂。
• Furthermore , combining with the real disfigurement of kejiadun bridge , the paper raises the plan of reinforcing in the parts of positive and negative bending moment
  在此基础上，结合柯家墩大桥的实际病害，提出在桥梁正弯矩区、负弯矩区均进行碳纤维加固的方案。
• However , the stud welding roots in the negative moment region of the beam are often subjected to the joint action of shear stress cycling of the studs and tensile stress cycling of steel girder flanges
  但在负弯矩处栓钉焊趾往往承受栓钉剪应力循环和钢梁翼缘拉应力循环的共同作用。
• The laws of internal force distributing of this floor is summarized , such are : ( 1 ) structure as “ orthotropic slabs ” ; ( 2 ) abnormity of internal force distribution ; ( 3 ) greatly changing grads of negative bending values
  总结了该楼盖结构的内力分布规律,即: ( 1 )构造上为“正交异性板” ; ( 2 )板的内力分布不均匀; ( 3 )板的负弯矩值变化梯度大。
• However , with thefurther application of the composite steel - concrete continuous beams , some problemsare becoming more and more distinct , like cracking of concrete in the negativemoment region leading to lower section stiffness
  而随着钢?混凝土连续组合梁的进一步应用,其负弯矩区的混凝土受拉开裂,导致负弯矩区截面刚度降低,影响结构的使用功能的问题越来越突出。
• The minimum reinforcement rate has little effect on reinforcement in columns . ( b ) when considering the bars in slab participate in beams against negative flexure , four or six times slab - thickness on each side of web can be defined as the effective flange width of slab by intermediate or rare earthquake actions
  当考虑板筋对梁端负弯矩承载力的提高作用时，可在设防烈度地震和罕遇地震作用下分别取每一梁侧四倍、六倍板厚范围作为板的有效宽度。
• The concept of adding the contribution of rebar to a bare steel connection is utilized to form the stiffness of composite semi - rigid joints under hogging moment . upon this basis , the calculating formulas of initial rotation stiffness are presented . the calculated results show to be in good agreement with the test results
  本文认为，在负弯矩区，组合节点的转动刚度是由混凝土板内纵向钢筋与梁柱型钢连接部分各自的贡献叠加而成的，为了简化计算，这里忽略了受拉混凝土对节点转动刚度的影响。
• Therefore , the scientific scholarsboth at home and abroad have been carried series of research work since the 1960s , with some defects still remaining unresolved . the objects of this research are : ( 1 ) to analyze the course of the crack , itsappearing and development , and discuss the major factors influencing the behavior ofthe negative moment region in continuous composite beam . ( 2 ) to establish the modeand formulas of the crack width by the theoretical analysis
  本文研究的主要目的是通过对组合梁负弯矩区裂缝的出现、发展的过程分析,讨论影响钢-混凝土连续组合梁负弯矩区受力性能的主要因素,建立了组合梁负弯矩区裂缝计算模式和裂缝宽度的计算公式,并初步探讨了连续组合梁合理截面形式。
• ( 3 ) to discuss thereasonable section shape of the continuous composite beam . the works of this paperare as follows : ( 1 ) contrast the cracking course of the concrete beam and the composite beam , atthe point of the bending state of the beams , put forward the crack width mode : bending curvature 、 crack height 、 the distance between crack
  据此,本文的主要研究成果如下: ( 1 )通过分析、对比普通混凝土梁和组合梁负弯矩区裂缝出现、发展过程,以构件受弯状态为出发点,提出了以弯曲曲率、裂缝高度、裂缝间距为主要参数的裂缝宽度计算模式。