受压的

General pressed sore patient and long range 1ie in bed patient random mark be experimental group and contrast Set 60 in total example,experimental group basis treatinginroutineupperfacetOfacelongrangeUeinbedpatientandolle, two phase pressed sore patient adopt Chinese gromwell Oil scribble pressed locmion and affected part.Use TDP to roast 1ight irradiating 20 minutes and,contrast a group adopt each 2 to turn over hour once, keeping measuresuch as patient skin and clean bed sheet drying.

将压疮病人及长期卧床的病人随机分为实验组和对照组各30例，实验组在常规治疗的基础上，对长期卧床的病人及Ⅰ、Ⅱ期压疮的病人采用复方紫草油涂搽受压部位和患处，并用TDP烤灯照射20分钟，对照组只采用每2小时翻身一次，保持病人皮肤和床单的清洁干燥等措施。

Methods:Fourteen patients with acute carpal tunnel syndrome were treated with surgical operation.During the operation,we cut the transverse carpal ligament,cleaned out the hematocele and inflammatory exudates in the tunnel,thoroughly released the nerve adhesion and the compression of median never.

对14例急性腕管综合征患者的手术方法进行分析总结，手术主要是切开腕横韧带，清除积血和炎性渗出物及致压物，解除粘连，彻底松解正中神经和血管受压。

By assuming the seeds in the vibration plate were distributed with regular tetrahedron,the influences of seeds lay thickness,n,negative differential pressure,Δp,seeds gap coefficient,λ,nozzle diameter, d_k,on suction force values were analyzed.

在此基础上，通过假设种群在振动种盘内呈正四面体空间分布，分析了种群层数n、负压差Δp、间隙系数λ、吸孔直径d_k对种子受力的影响，揭示振动和负压吸种机理。

Waist leg pain and sciatic nerve are painful , receive because of waist leg muscle ligament, tendon membrane and nerve not proper besides put violence or have borne a heavy burdon for a long time, chill wet heat soaks to enter, make its organization tear to raid sprain , oppression or chronic strain, fiber venereal disease changes and agedness degraded venereal disease changes , bone hyperplasia makes its interverbebral disc outstanding, leg joint inflames , is injured position hyperemia, air Zhi blood Yu, oedema, inflammation and adhesion, and deliver spine nerve root and sciatic nerve to receive press pain.

腰腿痛和坐骨神经痛，多因腰腿肌肉韧带、筋膜和神经受不适当的外置暴力或负重过久，风寒湿热浸入，使其组织撕袭扭伤，压迫或慢性劳损，纤维性病变及老年性退化性病变，骨质增生，使其椎间盘突出，腿关节发炎，受伤部位充血，气滞血瘀，水肿，炎症及粘连，而致脊神经根、坐骨神经受压疼痛。

It is mainly used in the strengthening of reinforced concrete flexural members and compression member with large eccentricity.

主要适用于钢筋混凝土受弯和大偏心受压构件的加固。

1 Contrast unstrengthened square reinforced concrete column and 10 reinforced concrete columns strengthened by circular steel jacket were tested under axial loading .

为研究圆形钢套管加固混凝土柱的基本力学性能，进行了1根未加固的普通钢筋混凝土柱和10根圆形钢套管加固的混凝土短柱在不同加固钢套管厚度及初始轴压比下轴心受压试验，初始轴力通过对未加固试件施加后张预应力来进行模拟；在试验研究的基础上，根据应变协调原则对加固后构件轴压承载力进行了数值分析。

To study the basic mechanical performance of reinforced concrete column strengthened by circular steel jacket,a set of experimental work was carried out.1 contrast unstrengthened square reinforced concrete column and 10 reinforced concrete columns strengthened by circular steel jacket were tested under axial loading.

为研究圆形钢套管加固混凝土柱的基本力学性能，进行了1根未加固的普通钢筋混凝土柱和10根圆形钢套管加固的混凝土短柱在不同加固钢套管厚度及初始轴压比下轴心受压试验，初始轴力通过对未加固试件施加后张预应力来进行模拟；在试验研究的基础上，根据应变协调原则对加固后构件轴压承载力进行了数值分析。

The stress in tower type of derrick is smaller than the other types of derricks under the combined action of compressive and torsional loads.

与仅受压载荷相比，井架承受压扭联合载荷时，弦杆应力稍有增加，而非弦杆应力有较大的增加。

In this dissertation, the arch bridge was discretized by the FEM according to its structural characteristics with the spatial beam element simulating the tied beams, end floor beams, middle floor beams, arch ribs and the like and with the spatial link element simulating the suspenders to erect the bridges spatial mechanical computational finite element model.

该拱桥的拱肋主要承受压力，弯矩较小；系杆梁虽然是一拉弯构件，但由于布置有多道预应力筋，截面全跨受压；吊杆张拉力比较均匀，且吊杆张拉力对桥面系的线形控制作用比较明显；桥梁各构件受力和变形均在桥梁设计规范规定范围之内，表明桥梁结构受力合理。

It is widely concerned in fatigue of concrete structures. In this paper, concrete triaxial compression fatigue experiments and tension-compression fatigue experiments with constant confinements in two lateral directions have been carried out using a self-modified loading apparatus. Based on the analysis of the test data, the quantitative principles of concrete fatigue deformation and the calculation method of fatigue strength are determined.

混凝土结构的疲劳是一个广为关注的问题，本文针对这一问题结合国家自然科学基金项目——混凝土多轴变幅疲劳破坏准则(50078010)的研究，利用自制的试验加载装置完成了两向定侧压约束下混凝土三轴受压、三轴拉-压等幅和变幅疲劳试验，对试验结果进行了分析。

And Pharaoh spoke to Joseph, saying, Your father and your brothers have come to you.

47：5 法老对约瑟说，你父亲和你弟兄们到你这里来了。

Additionally, the approximate flattening of surface strip using lines linking midpoints on perpendicular lines between geodesic curves and the unconditional extreme value method are discussed.

提出了用测地线方程、曲面上两点间短程线来计算膜结构曲面测地线的方法，同时，采用测地线间垂线的中点连线和用无约束极值法进行空间条状曲面近似展开的分析。