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hospitals
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  医院
    RESEARCH ON THE FLEXIBILITY OF HOSPITAL DESIGNING——From the development of European Hospitals
    从欧洲医院的发展看医院设计的灵活性
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    The Study on Application of Pharmacy Air-purifying Technique to Hospitals
    论医院药学空气净化技术应用
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    Lighting Design and its Application in the Hospitals
    医院照明的设计和应用
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    Selecting the Scheme of Building Air Conditioners for Patient Rooms hi Hospitals
    医院病房建筑空调方案的选择
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    Consideration and design of air conditioning and ventilation systems for SARS hospitals
    关于SARS医院空调通风系统的思考与设计实践
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  “hospitals”译为未确定词的双语例句
    Design of a Purifying Water System in Hospitals
    我院医用净化水系统的设计
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    The fluid infusion dose of the wriggle pump is 5×10(-5)-3.4×10(-3) L/min and its lift is 11.3 m. The wriggle pump is applicable for automatic fluid infusion and blood transfusion in hospitals as well as quantitative addition of reagent fluid in hydrometallurgy and chemical engineering departments.
    本叠片式蠕动胶管泵的输液量为5×10~(-5)-3.4×10~(-3)L/min,扬程11.3m,可用于湿法冶金和化工等部门定量自动加药液。
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    On Designing General Hospitals at County Level
    县级综合医院建筑设计的几个问题
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    Air conditioning system design for the clean operating department in hospitals
    关于洁净手术部空调系统设计问题的探讨
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    Systematized Research on Route and Space Design of Out-patient Department in Large-scale General Hospitals
    大型综合医院门诊部流线与空间系统化研究
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  hospitals
From September 2001 to 2003, a total of 1077 cases of SPH distributed in 135 hospitals all over the mainland of China were included for analysis.
      
The plasma aldosterone concentration (PAC) and plasma renin activity (PRA) levels were measured by radioimmunoassay in 902 hypertensive patients from out-patient clinics or hospitals.
      
Examination of 211 cases of schizophrenia earlier diagnosed in Daghestan psychiatric hospitals has shown that only 139 of them meet the DSM-IV criteria for schizophrenia.
      
A computer program based on the new algorithm has been developed and used by several hospitals.
      
This article determines and analyses persons in German hospitals and nursing homes who suffer from pressure ulcers but are not at risk.
      
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Careful observations and analyses were made in connection with the rebound of the excavated pit and the settlement of the box foundation of a 9-11storeyed RC-framed hospital building to be erected on typical prehis-toric quarternary pluvial/fluvial soil deposits within the urban district ofBeijing. It was found that the amount of rebound due to the release of over-burdenpressure of 1.08kg/cm~2 was 1.24cm, which amounted to more than 50% of the to-tal settlement corresponding to the finished loading of...

Careful observations and analyses were made in connection with the rebound of the excavated pit and the settlement of the box foundation of a 9-11storeyed RC-framed hospital building to be erected on typical prehis-toric quarternary pluvial/fluvial soil deposits within the urban district ofBeijing. It was found that the amount of rebound due to the release of over-burdenpressure of 1.08kg/cm~2 was 1.24cm, which amounted to more than 50% of the to-tal settlement corresponding to the finished loading of 1.8kg/cm~2. It seemedtherefore not appropriate to use the net pressure, which was 0.7kg/cm~2 in thiscase, in calculating the settlement of deeply embedded large foundations inlike soils. Although the general shape of the overall/laveraged load-settlement curvewas roughly a straight line, a further study on the stress-strain relation-ships of the soil layers at three different points beneath the foundation showeda definite trend of non-linearity and inhomogeneity that warranted a specialstudy. A plane sain finite element analysis was made accordingly to achieve atheoretical insight into the problem.The computer program was based on crossbeam structure model and conventional layered-sum settlement analysis method.However, three semi-empirical coefficients were introduced in order to take-care of the non-linear stress-strain relationships of the soils at different partsof the foundation.The calculated settlements thus obtained were very close tothose observed.

本文通过对北京市中医医院病房楼工程基坑回弹和地基沉降的实测,提出一种适用于北京一般第四纪土、考虑地基不均匀和非线性压缩模量的经验修正方案,作为大面积深埋基础用分层总和法计算地基变形和协同作用的依据。

A dynamic test has been made by using a 1/10 scale model of the Tianjin Orthopaedic Hospital. In the test, mechanical impedance of the structure was measured and modal parameters were identified by the, component method of mechanical impedance. The modal parameters before and after cracking of the side wall are given in this paper. Sonie important problems we should pay attention in the experiment and the analysis of data arc discussed.

作者对比例尺为10:1的天津骨科医院模型进行了动力实验,测量了结构的机械阻抗,识别出了各阶的模态参数,并给出了侧墙出现裂纹前后系统的模型参数,此外还讨论了实验和分析中的某些应当注意的问题。

Based on various phenomena of the earthquake damaged wall in masonry buildings, this paper presents a "shear-bending deformation method" for determining the distribution of earthquake shear force among wall in various stories. Seismic analysis and strength examination of 1037 building examples of different uses, such as apartments, hospitals, schools, office buildings, hotels etc. were made with electronic computer by two different methods, the comparatively exact method- "shear-bending deformation method"...

Based on various phenomena of the earthquake damaged wall in masonry buildings, this paper presents a "shear-bending deformation method" for determining the distribution of earthquake shear force among wall in various stories. Seismic analysis and strength examination of 1037 building examples of different uses, such as apartments, hospitals, schools, office buildings, hotels etc. were made with electronic computer by two different methods, the comparatively exact method- "shear-bending deformation method" ,and the approximate method-"area percentage method". By comparing the results of earthquake shear distribution and aseismic resistance of these two methods, a new method called "modified area percentage method" is developed. The suggested method is quite accuracte and simple in form. It can be used in seismic analysis and strength examination for different types of masonry buildings with error not more than 10%.

本文根据多层砖房的墙肢震害规律,归纳并阐述了地震剪力分配的“剪弯变形法”。并选取住宅、医院、教学楼、办公楼、旅馆等不同用途的房屋共1037例,利用电子计算机,按照较精确的“剪弯变形法”和粗略的“面积率法”,进行地震剪力分配和抗震强度校核的对比计算,从而给出简捷的并具有较高精度的适用于不同情况多层砖房抗震强度验算的“修正面积率法”,误差不超过10%。

 
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