upper deck

upper deck的基本解释

n.

上甲板

与upper deck相关的网络例句 [注：此内容来源于网络，仅供参考]

Based on the system feedback archetype mode theory, the dissertation introduce the upper limit stepwise generation and elimination method of the system pullulate upper limit mode, construct the five upper limit archetype mode such as: market demand upper limit archetype mode, human resource upper limit archetype mode; fund upper limit archetype modes; technology innovation upper limit archetype mode; government support upper limit archetype mode ;By combining the five upper limit archetype mode ,we can attain a electronic information industry developmental pattern system upper limit archetype mode.

利用系统科学反馈基模分析理论，提出了系统成长上限模型上限逐步生成与消除法，通过构建江西电子信息产业市场需求成长上限子基模、人力资源不足成长上限子基模、政府支持有限成长上限子基模、资金不足成长上限子基模、创新能力不足成长上限子基模等5个基模，并对其做并运算，得到了江西电子信息产业系统成长上限基模，刻画了资金、市场、技术创新、人才与政府支持相互制约的关联关系。

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。

与upper deck相关的网络解释 [注：此内容来源于网络，仅供参考]

upper deck tonnage：上甲板吨位

158 泡沫塑料芯材 unicellular foamed plastic cores | 159 上甲板吨位 upper deck tonnage | 160 正浮位置 upright position

upper deck：上甲板

"上甲板"(upper deck)指暴露于海和暴露于天气中的最高一层连续甲板,是一层装配成为船舶的主要部分的甲板,其露天部分的所有开口皆设有永久性的封闭装置,而在其下面的船舶两舷的所有开口,皆设有永久性的水密封闭装置;

upper deck：甲板

而就本定义而言,"油类与散货两用船"(combination carrier) 指设计用以装载散装油类或固体货物的船舶;"拖网渔船"(trawler) 具有<<商船条例>>(第281章)第91条给予该词的涵义;(i)"上甲板"(upper deck) 指最高一层露天和暴露于海的连续甲板,

upper deck：上甲板/上层连续甲板

上层建筑 superstructure | 上甲板/上层连续甲板 upper deck | 船底 bottom

upper deck：上层舱,上甲板

upper culmination 上中天 | upper deck 上层舱,上甲板 | upper deck door 上舱门