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tonnage deck相关的网络例句

查询词典 tonnage deck

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

This is obtained by detailed calculations, in a manner somewhat similar to that for displacement calculations and varies in detail for individual regulations; tonnage measured according to the tonnage regulations may, therefore, be slightly different from the actual volume of the spaces below the tonnage deck calculated for, say, cargo capacity.

这是得到了详细的计算方式,有点类似于位移的计算和不同的个人详细规定;吨位衡量按照吨位规例可能,因此,稍有不同的实际数量的空格甲板下方的吨位计算的,也就是说,货运能力。

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。

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。

The tonnage deck is the upper deck in vessels having one deck and the second deck in all other cases.

吨位甲板上层的船只有一个甲板和第二层在所有其他情况下。

The overdeck tonnage is the volume to the inside of frames and deck plating of the 'tween decks, poop, bridge, forecastle, deckhouses and erections above the tonnage deck less the exempted spaces.

该overdeck吨位数量的内部框架和甲板电镀的'吐温甲板,船尾楼,桥梁,前甲板,甲板室和勃起的吨位甲板以上不到豁免空格。

The underdeck tonnage is the total volume in tons of 100 ft3 of the ship below the tonnage deck to the inside of frames, underside of deck plating and above the inner bottom.

该舱内吨位总量在万吨一零零立方英尺船舶甲板以下吨位的框架内,底部的甲板电镀及以上的内底。

The project includes: stock preparation center (annual yield capacity: 100,000t stock), small-tonnage diesel forklift department (annual yield capacity: 20,000 forklifts of H and G series), electrical vehicle department (annual yield capacity: 10,000 electrical vehicles); driving bridge and gear box department (annual yield capacity: 35,000 driving bridges and gear boxes); large-tonnage forklift department (annual yield capacity: 6,000 large-tonnage forklifts) and affiliated portal department (annual yield capacity: 60,000 portals); sheet parts department (annual yield capacity: 60,000 sheet parts for forklift); drafter department (annual yield capacity: 5,000 drafters); equipment department; large-sized loading machine department (annual yield capacity: 10,000 loading machines); heavy machinery department (annual yield capacity: 200 heavy-duty forklifts).

包括:备料中心(年下料量达10万吨),小吨位内燃叉车事业部(年产 H 系列、 G 系列叉车20000台),电动车辆事业部(年产10000台电动车辆),桥箱事业部(年产35000台驱动桥和变速箱),大吨位叉车事业部(年产大吨位叉车6000台),以及为叉车配套的门架事业部(60000台门架)、薄板件事业部(60000台叉车的薄板件),牵引车事业部(5000台牵引车),装备事业部,大型装运设备事业部(年产10000台装运设备),重装事业部(年产200台重型系列叉车),同时园区内还设有技术研发中心、办公设施、生活服务设施、公用系统等。

To the end of 1999, 1708 people of company mutual worker, retire among them 1111 people of worker, have 12 fleet plan 13 thousand tonnage, 26 hang motor vessel 3400 tonnage, total gross tonnage sixteen thousand four hundred tons.

到1999年底,公司共有职工1708人,其中退休职工1111人,拥有12个船队计1.3万吨位,26条挂机船3400吨位,合计总吨位1.64万吨。

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。

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