空腹桁架的英文

• open web truss
• vierendeel truss

• "空腹"英文翻译    on an empty stomach
• "桁架"英文翻译    truss
• "空腹桁架梁" 英文翻译 :    open frame girder; open-frame girder
• "空腹桁架；连框桁架" 英文翻译 :    vierendeel truss
• "空腹大桥；连框桁架" 英文翻译 :    vierendeel truss
• "空腹" 英文翻译 :    on an empty stomach 空腹的感觉 a hollow feeling in the stomach; 空腹拱坝 hollow arch dam; 空腹桁架 vierendeel truss; 空腹桥墩 braced pier; 空腹重力坝 hollow gravity dam
• "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
• "空腹的" 英文翻译 :    hollow
• "空腹服" 英文翻译 :    administraction of the drug on an empty stomach; take medicine with empty stomach; taking medicine with empty stomach; taking on empty stomach
• "空腹拱" 英文翻译 :    caisson soffit; open spandrel arch; spandrel arch
• "空腹梁" 英文翻译 :    laced beam; open frame girder; open web girder; open-web beam; open-web girder
• "空腹时" 英文翻译 :    on an empty stomach
• "空腹痛" 英文翻译 :    hunger pain
• "空腹血" 英文翻译 :    fasting blood
• "饥饿的；空腹的" 英文翻译 :    hungry
• "空腹标本" 英文翻译 :    fasting specimen
• "空腹肠流率" 英文翻译 :    fasting intestinal flow rate
• "空腹大梁" 英文翻译 :    open web girder; open-frame girder; vierendeel girder
• "空腹的感觉" 英文翻译 :    a hollow feeling in the stomach
• "空腹钢窗" 英文翻译 :    hollow steel window
• "空腹钢门" 英文翻译 :    hollow shaped steel door
• "空腹搁栅" 英文翻译 :    open-web joist
• "空腹拱坝" 英文翻译 :    hollow arch dam
• "空腹拱桥" 英文翻译 :    open spandrel arch bridge; spandrel-braced arch bridge
• "空腹架沟" 英文翻译 :    open frame

• Analysis of the overall stability of tube - in - tube structures under vertical seismic action
  对大跨度叠层空腹桁架整体转换结构几个力学问题的讨论
• Experimental study on bearing capacity and seismic behavior of large - span two - storied vierendeel truss transfer structure
  大跨度叠层空腹桁架整体转换结构模型受力与抗震性能试验研究
• Analysis and discussion on layout scheme of prestressed bars for transfer structure with large - span laminated open - web truss
  对大跨度叠层空腹桁架转换结构预应力筋布置方案的分析与讨论
• The linear modes of spatial reinforced concrete staggered vierendeel truss are analyzed by finite element software
  摘要利用有限元分析软件，对空间钢筋混凝土交错空腹桁架结构进行线性模态分析。
• The truss type steel reinforced concrete column is a normal src style because the contradiction of steel between beams and column can be solved
  在实际运用中为了便于在梁柱节点处梁钢筋的穿透,空腹桁架式钢骨混凝土柱是一种常见的src柱。
• 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。
• The results of the truss type src columns test is analyzed , and the aseismic behavior of src column is deeply studied . with the shaped steel in the column , the bearing capacity is largely increased
  本文研究了空腹桁架式src柱的试验结果,对src柱的抗震性能作了比较深入的探讨,结果表明配置角钢的桁架式空腹钢骨的劲性混凝土柱,其抗震能力明显高于钢筋混凝土柱。
• 4 ) the different between global ductility gained using fully restrained model for truss connections and partial restrained model for truss connections indicate the fully restrained is better for the global ductility of the staggered truss steel framing
  5 )通过桁架采用不同连接计算模型的比较，指出在钢结构交错桁架的制作中，无论是混合桁架体系还是空腹桁架体系，都希望能够保证桁架腹杆与弦杆的可靠连接。
• To meet the demands for large space and flexible compartmentation of buildings , laminated vierendeel trusses are adopted in high - position transfer story structures . first the bearing characteristics are analyzed , in which reasonable stiffness ratio of the upper chord , middle chord , and lower chord is derived . then combined with an actual engineering model ( 1 8 similar ratio ) , the static loading and pseudo - dynamic tests of two models for laminated vierendeel truss used in transfer story structures are conducted , in which one model adopts reinforced concrete , and the other adopts prestressed concrete and shape steel concrete . seismic behaviors are analyzed , including inter - story displacement , base shear - displacement skeleton curves , and equivalent viscosity - damping curves . a program is programmed to carry out the elasto - plastic dynamic analysis , and displacement time - history curves of the two models are derived . the test and analysis results show that the laminated vierendeel truss with prestressed concrete and shape steel concrete has excellent seismic behaviors . it can solve the disadvantages of laminated vierendeel trusses used in transfer story structures . finally , some design suggestions are put forward , which can be referenced by similar engineering
  为满足建筑物大空间和灵活隔断要求,在高位转换层结构中采用迭层空腹桁架结构.首先分析了其受力性能,得出了空腹桁架各构件合理的截面刚度以及布局形式.然后结合一实际工程,进行了两榀迭层空腹桁架转换结构模型( 1 : 8相似比)的竖向荷载下静力试验以及拟动力试验.其中一榀为普通混凝土迭层空腹桁架,另一榀配置了预应力和钢骨混凝土,对比分析了两模型的层间位移比、骨架曲线以及等效粘质阻力系数等抗震性能的比较,并进行了弹塑性动力分析.试验和分析结果表明,配置预应力和型钢混凝土的迭层空腹桁架转换结构具有良好的抗震性能,可以成功地解决迭层空腹桁架作为转换层结构所产生的弊端问题,最后对这类转换层结构提出了相应的设计建议

• 空腹桁架的日语：ローゼげた