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pressure increasing     
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  压力上升
     Comparison of the compliance measurement by occlusion method and pulse method showed the ratio of pressure increasing slop and inspiratory velocity was well paralled to the static compliance by the end inspiratory occlusion,which may be easily used in the uncontrolled ventilation mode.
     在非控制性呼吸模式中,可应用脉冲法,测定吸气时的流速和压力上升线的斜率比,反映胸肺顺应性。
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     The research shows that formation blockage caused by clay swelling, mechanical impurity, gum and asphaltene is the main cause of water injection pressure increasing, besides drilling mud contamination is one of the causes.
     经研究发现 ,注水压力上升的主要原因是粘土膨胀、机械杂质、胶质及沥青质等造成的地层堵塞。
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     In the process of creep loading,acoustic emission signals become stronger under the stage of pressure increasing,and become weaker and then tend to be unchanged under the stage of constant pressure.
     在蠕变实验中,AE在压力上升阶段信号增强,在恒定压力下,AE信号有所减弱,整体趋势较为平缓;
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  稳压
     Hyperbaric oxygen chamber SHC-1800 mini-oxygen chamber were produced by Shanghai 701 Institute, giving first grade oxygen with 0.08 MPa therapy pressure, increasing pressure 30 minutes, decreasing pressure 30 minutes, and steadying pressure 40 minutes with once rest in the middle, totally 100 minutes, once per day, 10 to 14 days as one courses, for 2 to 3 course.
     高压氧舱为上海701所研制的SHC-1800小型氧舱,给予一级吸氧,治疗压力为0.08MPa,升压30min,减压30min,稳压40min,中间休息1次,合计100min,1次/d,10~14d为1个疗程,可治疗2~3个疗程。
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     The Volume Determination of Pressure Increasing and Stabilizing Fire-extinguishing Equipment
     消防增压、稳压设备容积的确定
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  压力升高
     The activity of crude Calpains (P<0.01) and shear force value (P<0.05) decreased significantly with the pressure increasing from 100MPa to 400MPa.
     当压力水平在100-400MPa范围变动时, 随压力升高,绵羊肉的Calpains粗酶活性显著下降(P<0.01),剪切力值显著下降(P<0.05);
     The activity of crude Calpains(P<0.01) and shear force value (P<0.05) decreased significantly with the pressure increasing from 100MPa to 400 MPa.
     当压力水平在100~400MPa范围变动时,随压力升高,Calpains粗酶活性显著下降(P<0.01);
短句来源
     When the pressure level ranged from 100MPa to 400MPa, the activity of crude calpains decreased gradually with pressure increasing.
     当压力水平在100~400MPa范围时,随压力升高,Calpains活性逐渐降低;
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     Results show that the burning rate pressure exponent for single base propellant with loading density 0.2 g·cm~(-3),is 0.869 at 50-100 MPa,and 0.926 at 150-217 MPa,and it increases as pressure increasing.
     实验结果表明,在0.2 g. cm-3装填密度的实验条件下,单基药的燃速压力指数在50~100 MPa压力范围内为0.869,在150~217 MPa压力范围内为0.926,随压力升高有增大的趋势;
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     Resistance measurements of polyaniline under high pressures between 0 and 14.5GPa show that resistance reduces dramatically with pressure increasing up to 7.5GPa,at which a minimum of resistance pressure curve occurs.
     聚苯胺的高压(0~14.5GPa)电阻测量结果表明:当压力小于7.5GPa时,电阻随压力升高而显著降低,据此认为聚苯胺为电子性导电物质; 在7.5GPa处电阻出现极小值,然后又缓慢升高,至10GPa后基本不变。
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  压力加大
     We also discover that it is not inevitable that the rising of M_2/GDP means inflation pressure increasing. Only if(M_2/GDP) deviates dynamic growth path,money stability has been influenced.
     研究还发现,M2/GDP的上升并不必然意味着通胀压力加大,只有M2/GDP偏离动态增长路径时,才会对通货膨胀产生影响。
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      pressure increasing
    The effect of CHClF2 as a cosolvent for PVDF [Mw=275,000] in CO2 decreased with the pressure increasing 10, 26, 40 and 61 wt% of cosolvent (CHClF2) contents.
          
    The evaluations were performed after a 4-week treatment with saline (controls) or α-adrenergic agents (δ-yohimbine, clonidine), a vasodilator compound (papaverine), and an oxygen-partial pressure increasing agent (almitrine).
          
    Pressure induced phase transition was observed at 2.6 GPa in the pressure increasing process.
          
    Following retropubic dissection, 81 patients (92%) manifested acute hypertensive responses, with mean arterial pressure increasing from 90±14 to 122±14 mm Hg (mean ± SD).
          
    The movementsof pressure systems are plotted and indicate that thezonal index was negative (air pressure increasing fromsouth to north) for most of the month.
          
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    The protective layer of the Paiho earthdam at the Miyun Reservoir slid during an earthquake in 1976. The scope and features of the slide are described in this paper. An analysis of the accelerograph obtained at the dam site and the earthquake response of the dam is also presented. According to the component and density of the sandy-gravel material of the protective layer, and the results of dynamic triaxial tests conducted on its fine parts, it has been indicated that the material is of the type that is easily...

    The protective layer of the Paiho earthdam at the Miyun Reservoir slid during an earthquake in 1976. The scope and features of the slide are described in this paper. An analysis of the accelerograph obtained at the dam site and the earthquake response of the dam is also presented. According to the component and density of the sandy-gravel material of the protective layer, and the results of dynamic triaxial tests conducted on its fine parts, it has been indicated that the material is of the type that is easily susceptible to uefaction. Under seismic loadings its shear strength decreases considerably as the porewater pressure Increases. This is proved to be the main cause of the slide. The stability analysis taking into consideration the liquefaction effect confirms this conclusion. Finally, the remedial and strengthening measures for the dam are recommended, In addition, some suggestions as to the problem of using sandy-gravel materials in the construction of earthdams in the seismic region are given.

    1976年地震时密云水库白河土坝保护层发生滑坡。文中阐述滑坡的范围和形态,对坝上取得的地震记录和地震过程中大坝的反应做了分析。 根据保护层砂砾料的组成、密度和细料的三轴动力试验成果指出这种料属于易液化料,在地震荷载作用下由于孔隙水压力的升高而使抗剪强度大幅度降低是这次滑坡的主要原因。考虑砂砾料液化的边坡稳定分析资料证实这一结论。 文中最后介绍了大坝的加固措施,并对地震区砂砾料筑坝问题提出了若干观点和建议。

    The normal pressure on the shear device has a defined influence on the lateral pressure and the influence is different for different soils. In sandy soil, there is little influence. In loam soil, the influence is more prominent, the higher the normal pressure, the higher the lateral pressure. When the soil body sinks and failures as a whole, the lateral pressure approaches to a certain value. The shear as well as the lateral pressure are therefore influenced by the normal...

    The normal pressure on the shear device has a defined influence on the lateral pressure and the influence is different for different soils. In sandy soil, there is little influence. In loam soil, the influence is more prominent, the higher the normal pressure, the higher the lateral pressure. When the soil body sinks and failures as a whole, the lateral pressure approaches to a certain value. The shear as well as the lateral pressure are therefore influenced by the normal pressure. The height of the sh, ear fine has little influence on the shear stress.The deformation modulus, K, is not a soil behavieor parameter. It increases as the normal pressure increases and is different for different shear devices. The value of K when sheared with a shear annulus is greater than that when sheared with a direct shear apparatus.

    剪切元件上的正压力对剪片侧面的侧压力有一定的影响,并因土质不同而变化。在砂土中几乎不发生影响。在壤土中它的影响较显著,正压力加大,侧面压力也增加。当土体沉陷发生整体破坏时,侧面压力趋于定值。因此元件的侧面剪应力也随同侧压力一起受到正压力的影响。剪片高度对侧面剪应力几乎没有影响。 形变模量K值不是土壤特性参数,随正压力的加大而增加。不同剪切元件的K值也不同。剪切环旋转剪切的K值较履带板剪切测定装置上履带板平移剪切的K值为大。

    This paper based on the results of observations of box foundations for four multi-storied buildings in shanghai, ranging from 10 to 12 stories, is divided into three parts. The first part deals with the deformation properties of foundation soil during the following three stages:(a) When the foundation pressure increased from unloading condition (due to excavation) to the orignal overburden pressure, (b) When the net foundation pressure increased from zero to its maximum value and (c) When the...

    This paper based on the results of observations of box foundations for four multi-storied buildings in shanghai, ranging from 10 to 12 stories, is divided into three parts. The first part deals with the deformation properties of foundation soil during the following three stages:(a) When the foundation pressure increased from unloading condition (due to excavation) to the orignal overburden pressure, (b) When the net foundation pressure increased from zero to its maximum value and (c) When the foundation pressure was kept constant (after the construction). In this part a tentative method for calculating settlements of deeply embedded box foundations is also presented. The second part discusses the characteristics of the foundation pressure distribution and the method for computing pressure distribution is proposed.The last part presents the effects of temperature on the measurement of stress in reinforcements, and also the method for estimating stress in box foundations.

    本文根据上海市区康乐大楼、华盛大楼、胸科大楼和四平大楼箱形基础的实测资料,着重对深埋(系指埋深超过5m)箱形基础地基变形三个阶级的特性及计算方法、基底反力的分布规律及计算方法、基础应力量测中的温度影响及估计基础应力的方法等问题进行研究和探讨.

     
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