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deck-chair相关的网络例句

查询词典 deck-chair

与 deck-chair 相关的网络例句 [注:此内容来源于网络,仅供参考]

When making design with bridge configuration, bridge deck overlay which was only treated as the appendant of bridge, currently not make special calculate and analyze about it, at the same time, current codes also just give directed account for method、material and thickness of deck pavements, there havent any design theory and index to dependent, so it is necessary to do some systemic study about concrete bridge deck overlay and make certain about the stress and distortion characteristic of the deck pavements.

桥面铺装作为特殊的路面结构,它起着保护桥梁和承担路面功能的作用。但是目前,在进行桥梁结构设计时,桥面铺装层只是作为桥梁工程的附属结构,一般不作专门的计算分析,现行规范也只是对桥面铺装的做法、材料、厚度做了指导性的说明,至今没有可以依据的设计理论和指标,因此有必要对桥面铺装展开系统的研究,明确铺装层结构的受力和变形特点。

Bulwarks shall be set on the upper deck, forecastle deck, navigation deck and compass deck as general arrangement plan according to the Builder's standard and practice..

依照总布置图所示和造船方的标准和惯例在艏楼甲板、驾驶甲板,罗经甲板上设置舷墙。

Others 其他 Bulwarks shall be set on the upper deck, forecastle deck, navigation deck and compass deck as general arrangement plan according to the Builder's standard and practice..

依照总布置图所示和造船方的标准和惯例在艏楼甲板、驾驶甲板,罗经甲板上设置舷墙。

This shows three different deck levels, poop deck, quarter deck, and the lower deck which is the spar deck, it would be 42' wide.

照片显示了三个不同层面的甲板,船尾楼甲板,艉甲板和下甲板,它有42呎宽。

The results show that, with the same steel consumption, the longitudinal and transverse girder deck scheme is a little better in stiffness, dynamic characteristics and stability than those of the other scheme's. For the dense transverse girder deck scheme, because of no longitudinal beams, the axial forces of the tie beam and the deck slab are higher than those of the other scheme's. The improving rate of the axial force for the deck slab is about 50%. The inside and outside bending moments of the cross beams reduce to below half of the other scheme's. The longitudinal stress of the deck slab is higher on the whole and the traverse stress is less than that of the other scheme's. The maximum traverse stress of the deck slab is below 40% of the other scheme's.

研究结果表明:在材料用量相同时,纵横梁方案桥梁刚度较密布横梁方案的桥梁刚度稍大,桥梁动力特性比后者的优,其稳定性也比后者的强;对于密布横梁方案,由于不设纵梁,系梁和混凝土板承受的纵向力都较纵横梁方案的大,混凝土板增幅达50%左右,横梁面内和面外弯矩则明显减小,都低于纵横梁方案的一半,混凝土板顺桥向应力整体比纵横梁方案的高,而横桥向应力则较低,最大值低于纵横梁方案的40%。

The ratio of the vertical load distributed between the arch rib and the tie beam of the two schemes is the same. For the integral girder deck scheme, the longitudinal beams and the deck slab of endure more axial force compared to the ballast girder deck scheme, especially to the deck slab with a conspicuous increase of the axial force and higher stress, and the tie beam endure less. The force-bearing characteristics of the cross beams under the integral girder deck scheme is obviously better than that of the ballast girder deck scheme, especially at the two ends of each cross beam.

在受力上,与道碴板桥面方案相比,整体桥面方案竖向荷载在拱肋和系梁之间的分配基本相同,混凝土板和纵梁分担的纵向力则相对更大,尤其是混凝土板,增幅较明显,应力水平整体较高,系梁分担的纵向力则得到减小,横梁的受力状况整体桥面方案明显优于道碴板桥面方案,特别是在梁端处。

First, the actuality of Jiangyin bridge's deck surfacing are reviewed. Improper materials and pavement structures, severe conditions, overload and heavy traffic are deemed to be the main factors which result to deterioration of the deck surfacing. Then, programme of local repair asphalt mixture design has been proposed. It is considered that epoxy asphalt mixture and guss asphalt mixture are propitious to the local repair. The epoxy asphalt is also chosen as the adhesive layer material. Next, two pavement structures for steel deck plate surfacing have been tested. The most suitable asphalt surfacing structures have been proposed for the local repair. Finally, the elaborate local repair schemes of Jiangyin bridge's deck surfacing are proposed.

论文首先调查评估了江阴桥桥面铺装的现状,分析了江阴桥桥面铺装破坏的原因,认为材料及结构选用不当、使用条件苛刻、超载与大交通等是主要原因;其次对修复铺装混合料进行了配合比设计,认为优化后的环氧沥青混合料与浇注式沥青混合料适合于江阴桥的铺装修复,而粘结材料则采用环氧沥青粘结剂;然后参考国内外已有的桥面铺装结构组合,对两种复合结构进行了比较研究,提出了适于江阴桥桥面铺装局部修复的铺装结构组合;最后在各项研究的基础上,提出了江阴桥桥面铺装局部修复的具体方案。

Basing on the statistic datum existed of bridge deck pavements, analyze the main failure modes and its main causes to damage on different styles of bridge, at the same time, through the big calculation software ,establish the space models to simulate the course of mechanics of bridge deck pavements, analyze the main factors which affect the bridge deck pavement"s mechanics and the relations between them; according to the atmospheric circulation circumstances of bridge deck pavements, take the statistic datum of using life of prefabricated T-beam、box girders and casting girder in region of HUA-NAN as examples to returning analysis ,establishing the life prediction model of this style bridges; associating "the Method of Estimating to Life Cycle Costing,bring forward this method to take a evaluation of economy on bridge deck pavements, insure the life cycle costing reasonable; giving some tactics on the design of bridge deck pavements.

以既有桥梁的桥面铺装层使用现状统计资料为基础,分析了各种类型桥面铺装层的主要破坏形式及其主要损伤原因,同时利用结构分析软件,对桥面铺装层建立空间模型模拟其受力作用过程,分析影响桥面铺装层受力大小的主要因素以及各因素与铺装层受力大小之间的关系;按照桥面铺装层所处环境的不同,以华南地区预制T、箱梁和现浇梁的桥面铺装层正常使用寿命统计数据为例,通过回归分析建立该类型桥面铺装层的正常使用寿命预测模型;利用寿命周期费用评价方法,对特定铺装层的设计方案某一参数的变化所带来的经济效益进行评价;给出桥面铺装层设计构造建议。

Turn the deck face-down. Slip-cut the top jack into the deck and get a break above it as you place the rest of the deck on it. Execute a riffle-force so you can force the spectator the jack. Ask them to hold on to the jack and as they're doing that, flip the bottom card over do a half-pass with the bottom half of the deck.

这时把观众手中的那张Jack拿过来任意插在下半段面向上的牌里(译者注释:这样就已经有两张Jack于下半段牌面相反了)现在用大拇指break最上面的那张Jack,用double-undercut(两段式切牌+将顶牌移至牌底)把刚才break的那张Jack切到最下面,注意在这个两段式切牌中,第一次切处必须在上半段牌中,这样可以保证观众以为所有的牌至今还都是面全朝下的,第二次切,就是把剩余的那上半段(除去你要移至底部的那张Jack)再切上去。

The keel is split into a top and bottom segment so that the top can have deck holes for draining water added, then the deck is laid. The deck is then refined to its three main heights and deck houses are added followed by additional detail and yardarms, belaying pins, rope hooks and so forth.

龙骨分裂成一个顶部和底部部分,使最高可以用甲板洞排水补充,然后在甲板上奠定了基础,然后改进,它的三个主要高地和甲板房屋其次是增加更多的细节。

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