Unperturbed dimension of poly(4-acetoxystyrene) measured in good and theta solvents

In order to obtain the additional data concerning the unperturbed dimension of poly-4-substituted styrene, light scattering measurements are performed on the twenty-two fractions with molecular weight of (0.91–352)·10⁴ of poly(4-acetoxystyrene) in dioxan at 25°C, from which the molecular weight obtained was found easily to be evaluated with the gel permeation chromatography using THF. Phase separation experiments for this polymer indicate that the theta state is attained in isopropyl acetate at 19.7°C and butyl acetate at 26.8°C. By making viscosity measurements at that state, the value of K_Θ is directly evaluated as 5.4·10^?4 dl g^?1. The limiting viscosity number is also obtained in good solvents, THF and dioxan, at 25°C and constants of the Mark-Houwink-Sakurada equation in each solvent are determined. Further, approximately the same K_Θ as above is obtained from these data with the Stockmayer-Fixman plot. The calculated value of steric factor, 2.37, on this polymer may be plausible, compared with those of polyvinylaromatic derivatives.     

控制棒驱动机构常温通风均匀性试验研究（续篇）

本文叙述控制棒驱动机构在常温通风均匀性方面的试验。通过平顶型堆顶结构和球面型堆顶结构通风均匀性试验的比较,找出通风的阻力、风速和不均匀系数间的规律。     

射孔孔眼中散射超声脉冲波的FEM模拟

采用有限元素法 ,分别数值计算了平底孔道、台阶式孔道和尖劈状孔道等 3种孔眼模型中不同中心频率 (10 0 k Hz、5 0 0 k Hz、1MHz)的散射超声脉冲波。计算结果表明 ,无论选用哪一种孔底模型 ,均可以得到较为明显的对应于孔底的声波信号。但是 ,孔道越不规则 ,使用的超声信号的主频越高 ,则孔底信号越差。为了兼顾孔底信号质量和信号采集、传输的代价 ,在未来的检测仪器中应采用尽可能低的测量频率 (低于 5 0 0 k Hz)     

引黄工程首次试通水期间泵站安全监测资料的分析

介绍了引黄工程泵站建筑物的结构特性、监测情况以及首次试通水期间 安全监测量的变化特点，指出了监测资料反映出的一些工程实际问题。通过定量分析，揭示 了建筑物承受的主要荷载以及监测量的变化规律，发现了工程问题发生和发展的原因，较为 系统、深入地从安全监测的角度研究了引水工程泵站地下洞室群的工作性态。     

分户计量供暖节能住宅户型修正研究

针对多层住宅中不同户型在耗热量上的差异，引入户型体形系数修正各户的计量用热量，以计算和实测方法分析了一栋节能住宅不同围护结构户型的能耗特点，发现山墙、屋面、地面造成的不同户型之间的耗热量差别小于传统建筑；使用面积大的住户山墙造成的户型间耗热量差别小于使用面积小的住户。     

底部两层框架-抗震墙砖房抗震能力的分析方法与设计控制

提出了底部两层框架 -抗震墙砖房框剪层和砖混层的极限受剪承载力、侧移刚度、极限剪力系数计算公式 ,并基于设置不同数量抗震墙的底部两层框架 -抗震墙砖房的实例计算和弹塑性时程分析 ,给出了结构砖混过渡层与相邻框剪层的极限剪力系数比和侧移刚度比的合理取值及薄弱楼层位置判别和破坏状态评定的方法和原则。     

环形截面大偏心受压构件截面延性系数计算

延性是混凝土构件的一项重要特性 ,延性系数是构件延性的度量 ,由于沿周边均匀配筋环形截面偏心受压构件受力计算的特殊性 ,至今没有一个较精确的计算公式。本文根据沿周边均匀配筋环形截面偏心受压构件的工作特点 ,采用常用应力应变关系和基本假设 ,提出了其延性系数的计算方法。     

絮凝剂品种对水下不分散混凝土性能影响的比较

通过电荷中和、吸附架桥和表面吸附分析了絮凝剂作用机理 ,运用絮凝机理进一步分析了絮凝剂在水泥体系中的作用以及絮凝剂对流动度的影响 ,从而对掺加JHP (纤维素类 )和Pj (丙烯类 )絮凝剂的水下不分散混凝土性能作了综合比较。掺Pj絮凝剂的混凝土 ,其坍扩度损失大 ,抗分散性能不如掺JHP絮凝剂的好 ;掺JHP絮凝剂的混凝土坍扩度在 3h内损失很小     

新疆平原区降水入渗补给地下水研究

以新疆昌吉地下水均衡试验站测得的降水入渗补给地下水量资料为基础 ,讨论了影响降水入渗补给地下水的因素 ,计算了潜水年降水入渗补给系数 ,建立了年降水入渗补给系数与潜水埋深间的经验公式     

Display reflectance: Basics,measurement, and rating

Abstract— In this paper, methods and instruments for measurement and evaluation of reflection characteristics are reviewed as needed for research and development of electronic displays and for material and surface modeling with ray‐tracing and rendering software packages. Contrast under ambient illumination and recognizability under daylight illumination are prime development targets in the electronic‐display field, while computation and synthesis of realistic scenes and objects are pushing the need for physical data in computer graphics applications. Three categories of instruments are available for detailed reflection analysis. They are based on (1) gonioscopic (mechanical) and conoscopic (optical) directional scanning, (2) imaging approaches, and (3) on arrangements with variable source or receiver aperture. The capabilities, advantages, and limitations of these methods are introduced and discussed in order to facilitate appropriate selection of methods and instruments. For illustration purposes we present typical results obtained from commercial electronic display screens. A basis for continued widespread implementation and standardization of reflection metrology as required for objective rating and comparison of electronic‐display screen performance under ambient illumination is provided.