受压

ResultsAmong 8 cases,there were low or low slightly density as in 7 cases, single high slightly density tubercle as in 1 case, following these,there were multiple neoplasm metastasis of brain other sites in 2 cases, annular shape enhancement in 3 cases after contrast CT scanning, peripheral edema lightly as in 6 cases and no in 2 cases, suprasellar region, ambiens cisterna and corpora quadrigemina were compressed, transposited and distorted differentlly,and obturated or widened locally.

结果7例脑干转移瘤呈低或略低密度影，1例单一结节为略高密度影，伴随脑内其他部位多发转移2例，3例增强扫描呈环形强化，较度水肿6例，无水肿2例，环池有不同程度受压移位、变形，以及局限性闭塞或增宽。

It has been discussed that the value of improvement factor of part compressive strength, design value of compressive strength in part compressive strength calculation of masonry structure and the antiknock bearing capacity proven of the reinforced brick masonry;and some corresponding suggestions are presented.

就砌体结构局部受压计算中局部抗压强度提高系数、抗压强度设计值的取值及配筋砖砌体构件的截面抗震承载力验算等问题进行了分析，并提出了相应的建议，可供设计时参考。

Study on Concrete-Filled Steel Tube Expert System and Realization of Axially Compressed Members Strength Calculation Module.

钢管混凝土专家系统及轴心受压构件强度计算模块的设计与实现

Based on the finite element method and the false structure method, this paper analyses and deduces the calculating method for the critical pressure of axil pressure members with lateral elastic supports.

本文利用有限元法、共轭法对具有侧向水平弹性约束的轴心受压构件临界力的计算方法进行了分析和推导，所建立的理论计算方法概念明确、计算简便。

The question of ruined earth pressure cell in test is solved,and the contact pressure between soil and pile is found out by the numerical simulation and distributing law of earth pressure.

通过数值模拟，解决试验中土压力盒损坏的问题，得到地震动激励下桩–土接触压力峰值的数据，并由此分析桩–土接触压力的大小及其分布规律，提出桩基上的支盘是基础减振的主要构件，并承受动荷载，减轻地震波对上部结构的冲击力，同时消耗上部结构反馈给基础的振动能量。承台和桩基两侧的土压力时程曲线呈反向关系，说明基础在同一时间一侧受压，另一侧受拉。

The correctness of theory analysis is proved by the test results of 5 concrete-filled double steel tubular short column specimens subjected to axial compression load.

试验结果表明，在轴心受压荷载作用下双钢管混凝土柱的受力全过程是由弹性、弹塑性以及破坏3个阶段组成的，具有很好的延性。

According to the basic principle of self-balanced pile test method and the conversional simplified conversion method, the pile bearing capacity between the equivalent loaded piles and self-balanced piles were compared. The influence of negative skin friction on self-balanced pile test was studied. The conversion formulas of pile bearing capacity and settlement were derived.

根据自平衡测试法的基本原理，在传统简化转换法的基础上，通过等效受压桩和自平衡试桩上下桩段受力情况的对比分析，研究了负摩阻力对自平衡测试原理的影响，推得了桩承载力和位移的转换公式。

①The root sheath is easier to be damaged by the length and diameter becoming bigger.

腰神经根受挤压是引起腰腿疼痛、间歇性跛行等腰部疾病的病因之一，其挤压部位和原因很多，其中之一与神经根鞘受压或张力改变有重要关系[1] 。

Moreover, it can avoid effectively the protruding ears , asymmetrically curling folding ears and deformed ears caused by long-time squeeze when infant sleep sideways and ensure infant's tender ears and skull of being squeezed evenly , especially when infant sleep sideways , along with the head turning, ears fall in the guarding ear hole accurately, thus avoid the ears curling up forwards and suffering from distortion ,protect infant's ear cartilage , let infant enjoy pure natural sleep and has regular features and beautiful appearance since infancy.

更能有效防止宝宝侧睡，因耳朵长时间受挤压造成的扇风耳，不对称蜷折耳和变形耳，确保宝宝软嫩的头骨及耳朵受压均匀，特别是当宝宝向左向右侧睡时，随着头部的转动，耳朵巧妙地落在护耳穴中，从而避免了耳朵向前蜷折而受损变形，使宝宝的耳朵脆骨得到保护，让孩子享受纯净自然的睡眠环境，从小塑造五官端正，容貌美观。为人生道路起点奠定良好的基础。本品附有外套，材质为：经过杀菌除螨处理的100％纯棉天鹅绒鹅绒或高密度高弹氨纶。

Its critical pressure is discussed in several papers,and different stability analysis model is introduced.

液压油缸是建筑机械液压传动系统中的重要执行元件，对长细受压油缸稳定临界力的计算模型存在着不同的看法，本文从液压油缸的实际受力特征出发，对几种不同的计算模型进行比较，提出了合理的计算模型。

The absorption and distribution of chromium were studied in ryeusing nutrient culture technique and pot experiment.

采用不同浓度K2CrO4(0，0.4，0.8和1.2 mmol/L)的Hoagland营养液处理黑麦幼苗，测定铬在黑麦体内的亚细胞分布、铬化学形态及不同部位的积累。

By analyzing theory foundation of mathematical morphology in the digital image processing, researching morphology arithmetic of the binary Image, discussing two basic forms for the least structure element: dilation and erosion.

通过分析数学形态学在图像中的理论基础，研究二值图像的形态分析算法，探讨最小结构元素的两种基本形态：膨胀和腐蚀；分析了数学形态学复杂算法的基本原理，把数学形态学的部分并行处理理念引入到家实际应用中。