查询词典 foundation garment

The thesis highlights the column of designing information which involves: designing information creation, designing information foreseeing, designing information synthesis, designing information boost, designing information gathering and designing information demonstration, covers all the content from the origin and development of information to the ultimate garment exhibition, presents a new point about garment web design which will has a significant impact on the future theory and practice of garment design, points out an idea that: based on the participance of customer, the garment design in the future will be a virtual reality and interaction project in which product design , imagination design and environment design are integrated.

本文着重对设计信息栏目的内容进行了设计，包括：创造设计信息、预报设计信息、综合设计信息、推动设计信息、收集设计信息、展示设计信息，涵盖了从信息的源流发展演变到网上服装博览会最终的展示设计。

Garment series:Leisure men's T-shirtFashion,classics,washing tradional series,advertising garment series,tatting garment series,kntting garment series

服装类：休闲男装T恤（时尚、经典、水洗复古系列，文化服装礼品系列）；各类梭织服装；各类针织服装。

Based on the practice of garment marketing and Philip Kotlers basic marketing theory, the author divided garment marketing channel into four elements: channel member, channel level, and the number of channel member. The four elements are classifiable. After re-classifying them, the thesis relate their own characteristics, performance of channel function, and their own adaptation. Here, the adaptation mean: which element do match the specific garment product, brand and marketing condition in order to distributing garment products efficiently and effectively.

然后，根据菲利普·科特勒的营销基本理论并结合服装营销实践，将服装营销渠道模式的组成要素分为：渠道成员、渠道层级、渠道成员的数量等，并对各个组成要素又进行细分，将各自的特点，营销功能执行情况和各自的适应性进行分析，即分析何种类型的具体要素需要何种类型的的产品、品牌和营销条件与之相匹配，方能达到更加有效地分销服装产品的目的。

The primary studying works and characteristics:1 To summarize reinforcing theory of cement mixing pile composite foundation2 To analyze the primary mechanics characters and changing rules of cement mixing pile, based on analysis of test data both indoor and outdoor.3 To discuss siding frictional resistance, ending resistance, ultimate bearing capacity of simple mixing pile and effectiveness factor of grouped piles, loading ratio of soil between piles under cushion cap of grouped piles and stress ratio of pile and soil and so on, and use many computation method and experimentation method to ensure bearing capacity of mixing piles composite foundation.4 To point out and analyze eight sides flaws and problems of the bearing capacity calculation method of mixing pile compositefoundation which ensured by national and normative method/ formula.5 To apply test results of loading tests and a few settlement observation data, use gray theory to predicate ultimate bearing capacity of deep mixing piles, actual example demonstrate engaging between theoretical predicted value and actual value.6 To apply groovy layerwise summation method to discuss entity piles method, double foundation method, equivalent layerwise summation method and consolidation theoretical method and so on, especially by combination of engineering example, use FEM to calculate or discuss the settlement and changing rules of composite foundation.7 To discuss problems of critical length of composite foundation by combination of engineering example and numerical analysis method, and analyze the contrast of critical length between simple pile load and most area load of composite foundation, not only critical length of composite foundation is relative to modulus ratio between piles and soil, but also upside load distribution area of composite foundation.

主要的研究工作与特色为：(1)总结了水泥搅拌桩复合地基的加固原理；(2)在对室内外试验资料进行统计分析的基础上，系统分析了搅拌桩水泥土的主要力学特性及其变化规律；(3)探讨了搅拌单桩的侧摩阻力、端阻力、极限承载力及群桩效率系数、群桩承台下桩间土荷载分担比及桩土应力比等，提出用多种计算方法并结合试验方法来综合确定搅拌桩复合地基的承载力；(4)明确指出和分析了按国家有关规范的方法确定搅拌桩复合地基承载力所存在的八个方面的缺陷与问题；(5)利用过去没有加载至破坏阶段的载荷试验成果和较少的沉降观测数据，尝试了用灰色理论预测深层搅拌桩的极限承载力，实例表明理论预测值与实测值吻合较好；(6)在常规分层总和法的基础上，探讨了复合地基沉降计算的实体墩基法、双层地基法、等效作用分层总和法、固结理论法等，特别是结合工程实例，用有限元数值计算等方法计算和讨论了搅拌桩复合地基的沉降及其变化规律；(7)结合工程实例，用数值分析方法探讨了复合地基临界桩长的问题，指出和分析了单桩荷载下的临界桩长与复合地基大面积荷载下的临界桩长存在很大的差别，复合地基的临界桩长不仅与桩土模量比有关，而且与复合地基上部荷载分布面积有关。

By the numerical analysis of the ultimate bearing capacity of two- and three-dimensional footing under combined loading mode, the results show that the effect of alteration of underground water lever on bearing capacity of three-dimensional foundation is more than on that of two-dimensional foundation, the effect of soil gravity on bearing capacity of three-dimensional foundation is more than that of two-dimensional foundation. At the same time, the numerical calculation process of ABAQUS indicates that whether the geostatic stress is balanced or not has great effect on the numerical convergence. In view of the effect extent of dilation angle of soil on the ultimate bearing capacity and the failure pattern of foundation, the condition of two-dimensional plane strain is higher than that of the three-dimensional foundation.

复合加载模式下，通过对三维矩形基础和二维条形基础进行数值分析，结果表明：黏性土地基中地下水位的变化，对三维矩形基础极限承载力的影响程度高于对二维条形基础的影响；在求解地基极限承载力的过程中，土体重度对三维矩形基础的影响明显高于对二维条形基础的影响，同时ABAQUS数值计算过程表明，地基土体地应力能否合理平衡，对数值求解过程中是否收敛有很大的影响；就土体剪胀角对地基极限承载力的影响程度而言，二维平面应变情况下土体剪胀角对极限承载力的影响比三维情况下的影响更明显，即土体剪胀角对条形基础极限承载力的影响高于三维矩形基础。

For the frame foundation beam with prestressed anchor cable on the linearly elastic Winkler foundation model, elastic two-constant foundation model and isotropic elastic half-space foundation model, the thesis puts up the finite element computation model which can consider the harmonious deformation of the beam and foundation and the influences between the prestressed anchor cables. The limit design idea of the cable foundation beam has been brought out, which can ensure the safety of the beam with the limit capability of the anchor cable. The computing procedure has been given and programmed.

给出了包括线弹性Winkler地基模型、双参数线弹性地基模型以及各向同性弹性半空间体地基模型上预应力锚索地梁有限元力学计算模型，该模型能同时考虑地梁与岩土体的协调变形，各锚索预应力之间的相互影响，并据此编制了计算程序；考虑到锚索地梁的工作特点，提出了锚索地梁的极限状态设计思想，在充分发挥锚索承载力的同时保证了地梁的安全，给出了其具体计算过程和有限元程序。

The theoretical basis on pressure comfort of foundation garment, the factors influencing pressure comfort, and two methods for evaluating pressure comfort of foundation garment (subjective evaluating, objective evaluating) are described.

介绍了整形内衣压力舒适性研究的理论基础、影响压力舒适性的因素、压力舒适性评价的2种方法：主观评价法和客观评价法，并对动态服装压力分布研究的最新进展做了介绍，同时指出整形内衣压力舒适性研究中存在的问题，并对整形内衣压力舒适性的研究提出了新的设想。

The theoretical basis on pressure comfort of foundation garment,the factors influencing pressure comfort,and two methods for evaluating pressure comfort of foundation garment(subjective evaluating,objective evaluating) are described.

整形内衣压力舒适性是影响内衣发展的一个重要问题。

For garment dye, send a half-cut garment from each dye-lot ,or a swatch from the garment at least 6"x9" to the express color center for approval.

对于成衣染色，每种染色需要寄出半件衣服或是从衣服上剪一块不小于6*9大小的寄至颜色中心去确认。

In some denominations of the Latter Day Saint movement, the temple garment (or the Garment of the Holy Priesthood, or informally, the garment or garments) is a set of sacred underclothing worn by adult adherents who have taken part in a ritual ceremony known as washing and anointing ordinance, usually in a temple as part of the Endowment ceremony.

在参与过末世圣徒运动的一些教派中，有种圣殿服饰（或称圣司铎的服饰，通俗地称其为服饰中的服饰）它是一套神圣庄严的贴身衣服，成年的信徒们穿着圣殿服饰参加宗教仪式，像出生后的受洗，临终的涂油礼和圣餐式等，这些仪式通常在圣殿举行并作为恩道门仪式的一部分。

More direct, directer ; most direct, directest

径直的，笔直的

Do you know how to use a chain saw?

你知道如何使用链锯吗？