桁架拱的英文

• truss arch
• trussed arch
• trussed rafter

• "桁架"英文翻译    truss
• "加劲桁架拱" 英文翻译 :    stiffened trussed arch
• "桁架拱度" 英文翻译 :    camber of truss
• "桁架拱桥" 英文翻译 :    trussed arch bridge
• "月牙桁架拱桥" 英文翻译 :    crescent-type arch bridge
• "桁架拱式渡槽" 英文翻译 :    trussed arch aqueduct
• "桁架拱形上弦" 英文翻译 :    camel back top chord
• "架拱" 英文翻译 :    arch
• "撑架拱" 英文翻译 :    corbel arch
• "构架拱" 英文翻译 :    framed arch
• "肋架拱" 英文翻译 :    ribbed arch
• "桁架" 英文翻译 :    truss◇桁架杆 truss rod; 桁架高度 truss depth; 桁架跨度 truss span; 桁架梁 girder truss; truss beam; 桁架桥 truss bridge;桁架斜撑 batter brace; 桁架中柱 king post; crown post; 桁架柱 truss leg
• "刚架拱桥" 英文翻译 :    rigid frame arch bridge; rigid-framed arch bridge
• "高架拱桥" 英文翻译 :    arch viaduct
• "肋架拱顶" 英文翻译 :    ribbed vault
• "悬架拱座" 英文翻译 :    suspension dome
• "a型桁架" 英文翻译 :    a truss; a-truss
• "矮桁架" 英文翻译 :    pony truss
• "半桁架" 英文翻译 :    semi truss; semitruss
• "底桁架" 英文翻译 :    bottom boom
• "吊桁架" 英文翻译 :    hanging truss
• "定桁架" 英文翻译 :    determinate truss
• "分桁架" 英文翻译 :    component truss
• "钢桁架" 英文翻译 :    steel truss
• "构架，桁架" 英文翻译 :    truss

• Similarities in natural vibration of stiff cable structures and truss arch structures
  桁架拱结构固有振动的相似性
• The truss arch structure is a three - dimensional higher statically indeterminate structure , and no definite expression of the performance function can be given for its unbelievable complexity
  桁架拱结构是一个高次超静定的复杂三维结构，构件的功能函数没有明确表达式。
• On the mrp , the truss arch aqueduct is comprehensively researched in this paper , including its structural characteristic , structural calculation and reliability analysis
  本文结合南水北调中线工程，对下承式空腹桁架拱排水渡槽的特点、结构计算以及结构的可靠性进行了较全面研究。
• The prestressed drainage aqueduct of through open - web truss arch structure is widely applied to cross the main canal of the mrp . it is important and significative to study the aqueduct ' s structure design and reliability thoroughly
  预应力下承式空腹桁架拱渡槽在总干渠排水建筑物中被广泛采用，其结构设计和安全可靠性是一个非常重要且值得深入研究的问题。
• Based on the study for the methods of structural reliability analysis , including monte carlo method , response surface method and stochastic finite element method , response surface method ( rsm ) is selected . based on the random analysis of aqueduct ' s frequent actions and resistances , by rsm method together with the fem method and form method , the reliabilities of its primary poles can be analyzed and the reliability of the structure be reached
  利用此方法，在对渡槽常遇荷载的不确定性分析和抗力不确定性分析的基础上，结合结构分析的确定性有限元法( fem )及可靠度计算的一次二阶矩法( form ) ，对桁架拱结构主要受力状态构件进行了可靠度分析，从而对结构的可靠性进行了评价。
• Secondly the author ' s study are introduced in this paper . the author study mainly the linear static and dynamic , elastic - plastic static and dynamic problems of cfst arc - bridge . firstly , the author establish the linear static equation on the based of the rigid equation of element by qr - method , and then analysis the inner force of arc bridge , establish the linear dynamic equation and elastic - plastic rigid equation and dynamic equation , then solve respectively the elastic - plastic rigid and dynamic equation by the method of repeated increment and no limit stabilization , arithmetic
  本文主要研究大跨度钢管混凝土桁架拱线性静力问题和线性动力问题以及弹塑性静力问题和弹塑性动力问题，先利用qr法按照梁单元的刚度方程建立桁架拱的线性静力方程，进行桁架拱内力分析，建立桁架拱线性动力方程、弹塑性刚度方程及弹塑性动力方程，然后利用增量迭代法及样条无条件稳定算法分别求解弹塑性刚度方程及动力方程。
• The comparative analysis is made firstly , which shows that the truss arch aqueduct can be built on the weak foundation and is also satisfied with the demand for large span length and the great discharge ability , so the type of aqueduct is a better for the project . then the finite element program ( super sap93 ) is applied to the structural analysis of the space structure
  首先通过对常用渡槽结构型式的对比分析，阐明该渡槽是一种可在软弱地基上修建的、能满足大跨度、大流量要求、适用于南水北调中线工程的排水建筑物，然后运用有限元分析程序supersap93对桁架拱空间结构进行了受力分析。

• 桁架拱的日语：トラスアーチ