固端的英文

• fixed end restraint

• "固"英文翻译    firm; hard; solid
• "端"英文翻译    end; extremity
• "固端板" 英文翻译 :    clamp rail
• "固端的" 英文翻译 :    built in; built-in
• "固端拱" 英文翻译 :    built-in arch; fixed arch; fixed-end arch
• "固端梁" 英文翻译 :    beam with both ends built in; beam with fixed ends; built inbeam; built-in beam; constrained beam; encysted beam; fixed beam; fixed end beam; fixed ended beam; fixed-end beam; fully restrained beam; no-hinged beam; restrained beam
• "固端弯" 英文翻译 :    fixed end moment
• "固端柱" 英文翻译 :    fixed-end column
• "锚固端" 英文翻译 :    anchord end
• "固端弯矩；固端力矩" 英文翻译 :    fixed end moment
• "部分固端梁" 英文翻译 :    partially fixed beam; partially fixed-end beam
• "部分固端柱" 英文翻译 :    partially fixed column; partially fixed end column
• "定端梁 固端梁" 英文翻译 :    fixed-endbeam
• "固端格架" 英文翻译 :    fixed-ended grillage
• "固端拱 定端拱" 英文翻译 :    fixed-endarch
• "固端力矩" 英文翻译 :    fixed end moment; fixed moment
• "固端弯矩" 英文翻译 :    clamping moment; fixed end bending moment; fixed-end moment; fixing moment
• "固端支柱" 英文翻译 :    no-hinged column
• "构架式固端拱" 英文翻译 :    fixed framed arch
• "固东" 英文翻译 :    gudong
• "固定鳍" 英文翻译 :    nonretractable fins
• "固定艏斜桁" 英文翻译 :    standing bowsprit
• "固定艏鲜鳍" 英文翻译 :    fixed bow fin
• "固定篦条" 英文翻译 :    fixed rod

• The fixed end moments acting on the member are ignored for the moment .
  作用于该杆上的固端力矩暂且都不考虑。
• In the calculation of fixed end moments, joints b and c are temporarily locked .
  在计算固端弯矩时，临时锁住共点B和C。
• In the calculation of fixed end moments , joints b and c are temporarily locked
  在计算固端弯矩时，临时锁住共点b和c 。
• Fixed end moment
  固端弯矩
• First , the author carried out static experiment on the 1 : 1 model of fixed support beam strengthed by external prestressing and by bonding steel plate
  首先，进行了1 1模型的体外预应力法和粘钢法加固固端支座梁的静载试验。
• Measurement amplifiers are used to make the output signal of strain gauge force transducers suitable for an attached control system
  用于固端板安装的应变测量放大器测量放大器可以使应变测量传感器的输出信号适应相连接的控制系统。
• The two different boundary conditions considered are simply supported and fixed end support , and the different damage forms ( crack characteristics ) are investigated by numerical experiments
  对不同的边界条件（如简支梁和固端梁）下不同的损伤形式（如竖直裂缝和斜裂缝）引起结构损伤的情况进行试验。
• The last part offers some examples . it includes the single site damage detection of continuous beam , simple support beam , fixed end beam , overhanging beam , truss , and the multipoint damage detection of simple support beam
  本文采用了连续梁、简支梁、固端梁、悬臂梁、桁架等的单点损伤识别，简支梁的多点损伤识别。
• Two numerating methods are used in traditional structural design of gate chamber . first , considering the gate frusta to be fastened on the weir body , it is calculated as plane stress problem independently . then applying the results ( moment and vertical force ) on the bottom of gate frusta as concentrating load on the weir body , and the weir body is viewed as a elastic foundation beam or plate and unilateral stress analysis was performed
  传统闸室结构计算有两种计算方法，其一是将闸墩视为固端于堰体上，单独进行闸墩平面受力计算，再将闸墩下部的计算结果(弯矩和垂直力)作为集中荷载作用于堰体上，堰体作为弹性地基梁或板进行片面应力计算。
• Introduced by prestressed pier in the gate of spillway in xiao xia hydroelectric power station , the text reasonably established 3 - d finite elements mechanic model by the advanced finite elements popular in the world which can expediently impose tension of anchor funicular at its place . it also considered possible diversified combination of loading , and indicated that the effect of its prestressed action is fruitful compared with its conventional counterpart by study of mechanic calculation in comparison . as a result , it vastly improved burdening state of pier . by analysis of 3 - d finite element method , it also gained the stress result indifferent boundary conditions such as breast wall joint support and fixed support , and the displacement result in diversified loading combination . those results gained the instructive and reference value in design of prestressed pier
  本文结合黄河小峡水电站泄洪闸预应力闸墩这一工程实践，采用国际上已成熟的有限元方法，合理地建立了预应力闸墩的三维有限元模型，该模型可方便地按预应力锚索的点位施加锚索预张拉力，考虑了可能发生的多种荷载工况组合，并与无预应力闸墩结构进行了对比分析研究，指出其预应力效果是明显的，可以大大改善闸墩结构的受力状态，通过三维有限元分析，还得到了胸墙简支、固端不同情况下的应力成果和各荷载下的位移成果，这些成果的取得对预应力闸墩的设计具有一定的指导和参考价值。