Word stress production in three‐year‐old children at risk of dyslexia

We investigated Dutch word stress acquisition in 3‐year‐old children at risk of dyslexia (children with at least one parent or older sibling with reading difficulties) and normally developing children, in order to shed light on language acquisition delays in children at risk of dyslexia, as well as to investigate further phonological deficits in dyslexia. The children had to repeat non‐words with stress patterns varying in regularity. Both the at‐risk and control children performed better on imitation of regular stress targets and worse on irregular and prohibited stress patterns. However, the at‐risk children showed more difficulty imitating irregular and prohibited patterns, and had lower percentages phonemes correct than the control group. The results can be interpreted as a delay in word stress acquisition in the at‐risk group. The findings thus point towards a phonological deficit early in language development.     

回转薄壳薄膜应力的材料力学解答及其弹性理论的验证

根据无力矩理论采用材料力学的截面法对三个实例中回转薄壁壳体的经向薄膜应力作了分析和求解，并用弹性理论的计算结果进行了验证，从而说明回转薄壳薄膜应力材料力学解答的准确性。     

轻钢骨砼结构应用技术及抗剪性能的研究

轻钢骨混凝土结构是一种新型的结构体系,它自重轻,安装方便,保温性能好,因而有广阔的发展余地和使用空间。本文分别对轻钢骨模网混凝土的工作性能、轻钢骨剪力墙的抗剪性能做了深入的理论研究。用3片缩尺轻钢骨剪力墙模型进行了试验研究,并推导了轻钢骨剪力墙的抗剪承载力公式。由于模型试验构件少,数据有所不足,本文又采用ADINA有限元分析软件进行分析,提出有关轻钢骨砼剪力墙轴压比设计的建议。     

浅谈混凝土的施工温度与裂缝

分析了混凝土裂缝的原因，温度应力是出现温度裂缝不可忽视的因素．认真分析温度变化的各个阶段，提出了防治措施，对混凝土的早期养护提出具体要求．     

淮北矿区软岩巷道支护措施及实践

软岩巷道维护，一直是困扰矿区煤矿生产建设的难题，在软岩内布置巷道，围岩压力大，稳定性差，巷道掘进和支护十分困难，巷道屡遭破坏，需经常修复，严重影响了矿井的安全和生产建设；根据软岩巷道变形力学机制及围岩变形压力显现特点，探索采用围岩加固与巷道支护并举的方法，取得较理想支护效果。     

CFG桩复合地基承载特性分析

CFG桩复合地基具有变形模量高、承载力提高幅度大等特点，设计时可以通过改变桩体材料配比，改变桩体直径、桩长、桩距、垫层厚度等设计参数，使承载力提高以达到设计要求。其中，褥垫层有协调桩和桩间土变形的能力，使得桩和桩间土始终参与工作，一般工程中取10～30cm较为合理。     

大鼠左心室流出道电生理特性的观察

目的为了观察大鼠左心室流出道组织是否具有自动节律性.方法利用细胞内微电极记录技术,观察了18例大鼠左心室流出道组织的电生理特征.结果16例(88.89%)出现了自律性电活动,并且可在局部组织记录到典型的慢反应动作电位.结论大鼠左心室流出道组织具有自律性.其生理功能有待进一步研究.     

弹性有限长度杆在轴向应力波传播和反射过程中的屈曲

讨论弹性有限长度杆端部受冲击载荷作用，在轴向应为波传播和反射过程中的动态屈曲问题．利用扰动方程的解、端部支承条件和应力波反射前后波阵面相容条件得到了动态屈曲的分叉条件，临界载荷和屈曲模态．数值结果表明：临界载荷有多个分支且随时间增加而降低；由于应力波在端部的反射，使临界载荷进一步下降．这个结果就解释了实验中的一些现象．     

Fuzzy Comprehensive Assessment Method to Determine Tectonic Stress Patterns

The tectonic stress patterns were determined by a fuzzy comprehensive assessment method. Data of in-situ survey and fault information were utilized in the method. First, by making pressure and tension in the directions of along-river, cross-river, shear clockwise, and shear counterclockwise , 26 types of tectonic stress patterns were presented. And the stress vector of each pattern was obtained with FE software by taking unit displacement as boundary load. Then, by taking the 26 types of tectonic stress patterns as index set and 3 main stresses as factor set and choosing various operators, comparison of directions of computational stress vector and survey stress vector was made and the most possible tectonic stress pattern was obtained. Taking the 26 types of tectonic stress patterns as index set and strike angle as factor set, comparison of relationships between formation of fault and tectonic stress was made,and the tectonic stress patterns were assessed with known fault information. By summarizing the above assessment results, the most impossible tectonic stress pattern was obtained . Finally an engineering case was quoted to validate that the method is more feasible and reliable than traditional empirical method.     

加气混凝土墙体抹灰层空裂的控制措施

加气混凝土砌块墙体的抹灰层空鼓、裂缝是墙体抹灰的质量通病，通过对其产生的原因进行分析，提出防治措施，以求避免空裂的产生．