三跨的英文

• three span
• three-span

• "三"英文翻译    three
• "跨"英文翻译    step; stride
• "三跨梁" 英文翻译 :    beam of three spans
• "三跨框架" 英文翻译 :    three bay frame
• "三跨连续桥" 英文翻译 :    three-span continuous bridge
• "三库系统" 英文翻译 :    three-pool system
• "三苦" 英文翻译 :    miku; three sufferings
• "三口螨属" 英文翻译 :    tristomus
• "三块肥皂" 英文翻译 :    three cakes of soap
• "三口猪" 英文翻译 :    three pigs
• "三块馒头" 英文翻译 :    sacramento
• "三口洋" 英文翻译 :    singkawang

• Each bridge is a two girder continuous structure extending over three spans with small haunches at the interior piers .
  每一座桥是双主梁的连接梁，延伸三跨，在中间桥墩处具有小的加腋承托。
• Static experimental analysis of a three - span continuous rigid bridge
  三跨连续刚构桥静力试验分析
• Static and dynamic behavior of three - span continuous prestressed concrete rigid framed arch bridges without spandrel members
  三跨连续无腹杆预应力混凝土刚架拱桥的静动力特性
• Abstract : the structural characteristics of a three - span continuous half - through , self - anchored , concrete - filled steel - tube arch bridge are introduced
  文摘:介绍了三跨连续自锚中承式钢管混凝土拱桥特点，阐述了桥型布置原则及主要结构尺寸的拟定。
• As an example , it has been used to analyze a rc frame under fire . in the last part , the advice thinks it is more reasonable to use integer method to decide the limit time enduring fire
  以三层三跨钢筋混凝土框架为例,采用ansys有限元软件对高温下的框架结构进行了分析,结果表明, ansys分析结果与本文的实用方法计算结果吻合良好。
• The modified formulae derived from the simplified models , the one of which is the continuous beam on the elastic supports , the other is articulated beam , have been established . being analyzed , the later one is prove more reasonable
  文中以弹性支承连续梁和铰接梁为基础建立计算模型，并对这两种方法进行修正，经比较后最终推导出简化的三跨铰接梁为计算模型。
• The superstructure of the bridge is a three - span ( 80m + 130m + 80m ) continuous rigid frame . the main piers are single - column flexible solid piers , whose foundation are 2 . 0m dug piles . the abutments are light - type box abutments , whose foundation are 1 . 2m bored cast - in - place piles
  该桥上部为80m + 130m + 80m三跨连续刚构；主墩为单柱柔性实体墩，其基础为2 . 0m挖孔桩；桥台为轻型箱式桥台，其基础为1 . 2m钻孔桩。
• Next , a three - span curve continuous box beam has been studied by fem , and how to set the single - pedestal pier in curve continuous box beams has been discussed . when setting the single - pedestal pier , the vehicle flow should be inspected firstly , and then a best offset distance should be selected within the feasible range of the offset distance . meanwhile , increase the spacing interval of the double supports to the largest extent when installing a double supports on a sharing single - pedestal pier , which can enhance the stability and security of the bridge as a whole
  对上石立交桥中一座三跨连续的曲线箱梁进行有限元分析，详细地讨论了在曲线箱梁中如何合理设置独柱墩的问题，分析表明独柱墩的设置应该根据车流调查的实际情况，再结合结构本身的特征，在可行的偏距范围内选择一个最佳的偏距，另在对公共墩上的双支座进行设置的时候应该尽量使双支座的间距增大，这样可以保证桥梁整体的稳定性和安全性。
• The current obstacles to the " 3 - cross " mode consist of regional barriers , industry barriers , capital barriers and ownership barriers , which can only be overcome by starting a series of breakthroughs in theory , policy and mechanisms , including such system reforms as re - consideration of media ' s dual attributes , division of ownership , classified management of media and separatio
  目前制约媒介“三跨”的主要是区域壁垒、行业壁垒、资本壁垒和产权壁垒，而要突破这层层壁垒，必须依靠从理论、政策到机制的一系列突破，包括重新认定传媒的双重性质、明晰产权、对传媒实行分类管理、编营分离的机制改革等。
• Vibration characteristics test was carried on a model of one three - spanned prestressed concrete ( pc ) shew continuous box girders , which was designed in jing hu high speed railway of china . we discuss the difference between the results of test and 3d fem analysis with two cases of orthogonality and shew , and explore the dynamic properties of skew box girders
  通过对我国京沪高速铁路设计中的一座三跨预应力混凝土斜交箱形连续梁桥缩尺模型自振特性参数的测试，比较了正交、斜交箱梁的固有频率的差异，通过与空间结构分析结果的对比，最后讨论了斜交箱梁的动力性能。