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对裂

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This study started from the characteristics of the speech system in the postoperative cleft lip and palate children with velopharyngeal incompetency, analysed the causes and characteristics of the speech disorders in those children, considered the rules of the auditory development in healthy children, followed the rules of combining the therapy for the causes with the therapy for the symptoms and combining the traditional therapy skills with modern techniques, and then built up a framework of speech therapy for those children basically.

本研究从唇腭裂术后腭咽闭合功能不全患儿言语系统结构的特点出发,从此类患儿自身言语功能障碍的成因及其特点入手,兼顾普通儿童听觉发育的规律,遵循对因矫治与对症矫治相结合、传统矫治方法与现代技术相结合的原则,初步提出了一套针对此类患儿言语障碍的矫治框架。

Taking intermittent test production well as studied objective, by arranging former test production data and using initial producing data acquired at intermittent process, formation parameter s at two stages of testing and intermittent test production periods for natural potential and reformed wells are compared and analyzed and forecasting method is studied.

以间歇试采井为研究对象,对以往试采井资料进行整理,利用间歇生产过程中录取到的原始生产资料,对自然产能和压裂改造的生产井在试油、间歇试采两阶段得到的地层参数进行对比和分析,研究出间歇方式的采油井、试采井的产能预测方法。

According to the theories of dynamics of explosive and rock fracture mechanics, initiation mechanism of kerf, and initiation of crack in its tip and its expansion of orientation fracture blasing with slit-charge in rock were studied, then the blasting, parameters were designed and tested by model test in laboratory.

以爆炸力学、岩石断裂力学理论为原理,对切缝药包在岩石定向断裂爆破中的切缝产生及裂纹起裂和扩展进行了一定的研究,同时对该法的爆破参数进行了设计,并在实验室进行模型试验验证其正确性。

Based on the analysis of the results of these two cases, the rule of element's σ, at different position is presented, and it shows that the steel panel can effectively reduce the maximal σ, of the element adjacent to the steel panel, and can postpone the arriving time within the simulation time. At the same time, the simulation reveals that the boundary effects don't affect the spalling in the similar structure presented in this paper.

通过对两种情况下的结果分析,揭示了混凝土不同位置处单元σ值的时程规律,得到了在计算时间内钢板的存在能够有效地减小相邻混凝土单元的最大拉应力,并延长其出现时间;同时得到了在类似研究的工程结构中,边界效应对混凝土层裂现象无影响。

It can be moved both posteriorly and medially to lengthen the side of the palate and to contact with the cleft margin of the non-operated side without tension.Obviously,there is no need to perform the same surgical maneuvers on the other side again.The cleft is then closed by layers.

手术时,在腭部的一侧作完改变的六项操作以后,手术侧的腭部即彻底松弛,可以充分后退,增加该侧腭部先天不足的长度,并随意向近中侧移动,与对侧的裂缘接触,不需要在对侧再作同样的手术操作,即可将裂隙缝合。

After all of these six changes have been carried out on one side of the palate,the operated side becomes completely relaxed.It can be moved both posteriorly and medially to lengthen the side of the palate and to contact with the cleft margin of the non-operated side without tension.Obviously,there is no need to perform the same surgical maneuvers on the other side again.The cleft is then closed by layers.

手术时,在腭部的一侧作完改变的六项操作以后,手术侧的腭部即彻底松弛,可以充分后退,增加该侧腭部先天不足的长度,并随意向近中侧移动,与对侧的裂缘接触,不需要在对侧再作同样的手术操作,即可将裂隙缝合。

pressure or sound sensitive vertigo seemed to occur when there were abnormal communication between the inner ear and surrounding structures or the shortend distance between the footplate and saccule.

上半规管裂时内耳和周围结构之间存在异常交通,膜迷路积水和镫骨足板活动过度则可能系球囊与镫骨足板之间的距离变近,可出现对声音或压力敏感性眩晕。vemp阈值的变化可以对这类眩晕进行客观评价。

Through several years field determinations, the baseline data of pyronaridine-sensitivity of P.falciparum in the country were collected and the sensitivity of P.falciparum to pyronaridine was also revealed to have decreased gradually. The mean drug concentration for in vitro complete inhibition of schizont formation raised by 2-4 times although the clinical therapeutic efficacy of pyronaridine was still satisfactory at the present time.

经过多年现场测试,不但掌握了我国恶性疟原虫对咯萘啶敏感性的基线数据,同时还显示,在目前咯萘啶临床治疗效果仍较满意的情况下,恶性疟原虫对咯萘啶的敏感性已在逐渐降低,而且体外完全抑制裂殖体形成的平均药浓度提高了2~4倍。

Its amount has relation with acting load. The influence on sectional curvature of bending components is the greatest one, the ultimate curvature of corroding section decrease obviously, and the sectional curvature increases rather sharply with the increase of rust rate during the process of corrosion. The anti-cracking capacity of prestressed bending R. C. components may be damage. For the convenience of engineering usage and damage evaluation of structure, this paper presents a concept of sectional damage coefficient on the foundation of experimental and treatment study.

试验与理论研究均表明,受压区钢筋锈蚀后对普通钢筋混凝土和预应力钢筋混凝土受弯构件的承载力影响均不大,但对构件的正常使用性能有较显著的影响,受压区钢筋锈蚀过程中,截面刚度有较显著的下降,挠度及受压区混凝土压应变随锈蚀量增加而增加,增加值与使用荷载大小有关;受弯构件的截面曲率所受影响最大,锈蚀后截面的极限曲率有明显的下降,在使用荷载作用下,截面曲率则随钢筋锈蚀量的增加而有较显著的增加;而预应力混凝土受弯构件的抗裂度会下降。

Calculation of the energy release rate with finite element method is conducted. The concrete beam model is meshed using a method without need of considering the crack-tip singular element.

采用有限元分析方法对三点弯曲混凝土梁的能量释放率进行了计算,在对混凝土梁进行单元划分时,避免使用奇异性单元来模拟梁的裂尖奇异性。

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