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deck     
相关语句
  甲板
     Study on supporting form of deck module on FPSO
     FPSO甲板模块支撑形式的研究
短句来源
     Longitudinal strength analysis of a 77.15m deck motor cargo barge
     77.15m甲板机动货驳总纵强度分析
短句来源
     Fatigue Strength Assessment of Main Deck Hatch Corners of 1700TEU Container Carrier
     1700TEU集装箱船甲板舱口角隅疲劳强度评估
短句来源
     Fast design method of FPSO module lower deck reinforced structure
     FPSO模块支墩下甲板加强结构的快速设计方法
短句来源
     Discussion on construction of 270 feet deck barge
     浅谈270英尺甲板驳建造工艺
短句来源
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  桥面
     Research on Pavement Structure of Qiandaohu 1# Bridge Deck
     千岛湖1#桥桥面铺装结构研究
短句来源
     SURVEYING CONTROL OF PAKSEY BRIDGE DECK LINE
     PAKSEY大桥桥面线形的测量控制
短句来源
     Binzhou Huanghe River Highway Bridge is a prestressed concrete cable-stayed bridge of 3 pylons and twin cable planes with spans arranged as (42+42+300+300+42+42) m and deck width being 32.8 m.
     滨州黄河公路大桥为跨度(42+42+300+300+42+42)m的三塔双索面PC斜拉桥,桥面宽度达到32.8m。
短句来源
     Design and Construction of SMA Deck Pavement on Zhaobaoshan Bridge in Ningbo
     宁波招宝山大桥SMA桥面铺装设计与施工
短句来源
     Lastly, optimization parameters of designing surfacing system are gained from the analysis of the geometrical size of the orthotropic steel deck, the depth of pavement and the elastic modulus of materials for the long span steel deck surfacing system.
     最后,通过对大跨径钢桥面铺装体系的钢箱梁正交异性面板几何尺寸、铺装层厚度、铺装层材料的弹性模量等因素进行优化分析,得到钢桥面铺装结构设计的优化参数。
短句来源
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  桥面板
     Taking the deck panel of steel box girder of Sutong Bridge as the research object,the bearing capacity of the panel stiffened by U ribs is studied through 1/2.5 scale model tests.
     以苏通大桥钢箱梁U肋加劲桥面板为研究对象,采用1/2.5模型试件,对U肋加劲桥面板的抗压承载力进行试验研究。
短句来源
     Study on the Structural Characterization and the Design Method of FRP Bridge Deck Structures
     FRP桥面板结构特点及设计方法研究
短句来源
     Equivalent Plate Element Model and Its Application to Bridge Deck of Composite Girder with Steel Fiber Reinforced Concrete and Steel
     钢纤维混凝土与钢结合梁桥面板等效板单元模型及其应用
短句来源
     The mechanics response of pavement on the orthotropic steel deck under wheel loading is analyzed,by finite element method,based on linear elastic theory and layer theory. The distribution and numerical value of the decline and draught stress also with the main shear stress in certain layer location are obtained in the file.
     根据线弹性理论和层状体系理论,用有限元分析方法对钢箱梁桥面铺装层的弯沉量、层顶弯拉应力、粘结层与桥面板结合处的主剪切应力的分布与变化进行了计算与分析,确定了最大弯沉量、最大弯拉应力和最大层间剪切应力的产生位置及其量值。
短句来源
     By use of pre-stress simulation of the first structural system stress of the orthotropic steel bridge deck and calculation of the mechanical responses in the local orthotropic steel bridge deck system under the standard axle load and multi-level pre-stresses,the paper presents the relationships of the control indexes of the pavement with the pre-stress levels.
     针对不同桥型主梁上正交异性钢桥面铺装层破坏的差异,采用预应力模拟正交异性钢桥面板的第一体系应力,用有限元方法计算作用有不同预应力水平的局部正交异性钢桥面系在标准轴载作用下的力学响应,得到了局部桥面系铺装层的各控制指标值分别随预应力水平的变化关系。
短句来源
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  “deck”译为未确定词的双语例句
     Effect of microstructure on the properties of Si_3N_4 (Si_2ON_2 ) bonded SiC deck
     显微结构对Si_3N_4(Si_2ON_2)结合SiC质棚板性能的影响
短句来源
     P2 CAMCORDER & P2 DECK
     P2摄录一体机及编辑机
短句来源
     High quality automobile deck part metallic dies were manufactured using Rapid Prototyping (RP) technology.
     为获得高质量的汽车覆盖件金属模具 ,提出了基于快速成形 (RP-Rapid Prototyping)技术的快速金属模具制造技术。
短句来源
     New type 200km/h double deck heavy load dynamic testing car
     新型200km/h双层高速、重载动力试验车
短句来源
     Zhuzhou Shifeng Bridge is a reinforced concrete deck arch bridge with box rib and 11 spans. The bridge proper is made up of (3×70+3×94+5×70) m spans.
     株洲石峰大桥为 11孔上承式钢筋混凝土箱肋拱桥 ,主桥孔跨布置为 (3× 70 +3× 94 +5× 70 )m。
短句来源
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  deck
To ensure the technological feasibility of suspension bridges with longer spans, the static estimation of feasible span length is then made based on current material strength and weight of cables and deck.
      
The bridge deck configuration and material, with prestressed concrete decks, steel-concrete composite decks and steel box decks together with several popular cross-sections, are presented.
      
The results obtained are analyzed from the standpoint of their consistency with the asymptotic theory based on the well-known three-deck scheme.
      
Within the framework of the triple deck theory, the effect of an elastic surface on the characteristics of a wave packet generated by acoustic disturbances in a boundary layer at transonic free-stream velocities is investigated.
      
By applying the method, the problem of the three-dimensional viscous supersonic gas flow over a roughness element (a hump and a cavity) is solved for the first time within the framework of the classical triple-deck theory.
      
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Due to the influence of the vdriation of the temperatures of the surrounding air and water in the reservoir, the decks and the buttresses of a buttress dam often have different temperatures. The writer offers dn approximate method to compute the rather complex stresses thus drisen in the dam. The dam was cut by a plane along the conjunction of the deck and the buttress. Under the action of different temperatures, the deck and the buttress will have different displacements along this plane....

Due to the influence of the vdriation of the temperatures of the surrounding air and water in the reservoir, the decks and the buttresses of a buttress dam often have different temperatures. The writer offers dn approximate method to compute the rather complex stresses thus drisen in the dam. The dam was cut by a plane along the conjunction of the deck and the buttress. Under the action of different temperatures, the deck and the buttress will have different displacements along this plane. Then, a pair of self-balancing shears, equal in magnitude but opposite in direction, was applied along this plane. The distribution of the shears wds deter- mined by the condition that the deck dnd buttress must have the same displacements along the plane of conjunction. After the determinating of shears, the stresses in the dam may be calcu- lated. This method may dlso be used to calculate the stresses due to the shrinkage or swelling of concrete in the deck and to calculate the effect of deck on the stresses in the buttress due to water pressure and weight of concrete.

在气温和水温的作用下,支墩与壩面具有不同的温度,因此而产生十分复杂的温度应力。本文提供一个近似的计算方法。首先将支墩与壩面沿其接触面切开,则在不同温度的作用下,支墩与壩面之间将产生变位差。然后沿此面施加一对本身互相平衡的剪力,大小相等,方向相反,其分布状态由支墩与壩面沿其接触面必须具有相等的变位的条件决定之。剪力求得后,即可计算壩内应力。应用这个方法也可以计算壩面混凝土的收缩或湿胀在壩内所引起的应力以及在水压和自重作用下壩面对支墩应力的影响。这些在按现行弹性力学方法计算支墩壩时均无法考虑。

This paper deals with the design formula for calculating the secondary stress in double track deck beam due to deformation caused by chord member of the truss. As a basis for the preliminary discussion of the problem of secondary stresses involved. Numerical example is illustrated here taken from Yantze River bridge near ××.

本文推导了双轨铁路桥桥道梁由于弦杆变形所产生的次应力的计算公式,通过××长江大桥实际计算数据对于次应力问题作了初步研讨。

Investigations on the morphological characters and ecological habits of the various forms of Anopheles sinensls are made in Nanking. Three different forms have been discovered, namely: the wide-decked form, the narrow-decked farm and an intermediate form. They are distinguished easily by the characters of the egg or of the adult. The specific feature of the egg is the breadth of the deck surrounded by the frill line. The adults of the three forms are separable from one another by the characters of the...

Investigations on the morphological characters and ecological habits of the various forms of Anopheles sinensls are made in Nanking. Three different forms have been discovered, namely: the wide-decked form, the narrow-decked farm and an intermediate form. They are distinguished easily by the characters of the egg or of the adult. The specific feature of the egg is the breadth of the deck surrounded by the frill line. The adults of the three forms are separable from one another by the characters of the palpi, wings and abdomenal marking of females.The wide-decked form is widely distributed in this area. Its larvae are found in various types of breeding places, such as rice-fields, irrigation ditches, ponds, streams, etc. The narrow-decked form is only found in the hilly regions, the larvae breeding in pounds and streams. The intermediate form is quite few in this area, its breeding place being still unknown.The adult of the wide- and narrow-decked forms reach a peak in numbers in the middle of September. The former pass the winter in the adult stage, while the latter in the egg stage.The adults of the wide-decked form are found almost exclusively in animal sheds. The females mainly feed on animal blood and they are active during the whole period in the night. The adult of narrow-decked form rests outdoors in day-time and the females are active after the midnight in human dwellings and mainly feed on human blood.

本文报告南京地区中华按蚊近似群三种不同的种型:宽卵型、窄卵型及中间型。除中间型采获标本较少外,对于宽卵型和窄卵型的卵、幼虫、蛹、成虫的形态特征及其生态习性 进行了比较系统的研究。根据本文中举出各点,两种不同种型可以明显区别。 中华按蚊的宽卵型在南京地区分布很广,平原和山区都很普遍,幼虫孳生在各种不同类型的积水,尤其在水田、水塘、水沟等处。窄卵型主要分布在山区丘陵地带,幼虫孳生于水塘为主。 宽卵型和窄卵型都在9月份数量最多。宽卵型冬季以成蚊过冬。窄卵型冬季以卵粒过冬。 宽卵型主要栖息在畜舍、吸畜血兼吸人血,在午夜前后均能进行吸血活动。窄卵型白昼常栖息于户外,从通宵观察中捕获的少量雌蚊看来,以午夜以后侵入人屋居多,以刺吸人血为主。

 
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