大学公共外语教学中超音段音位与听力关系之研究

随着大学公共外语教学改革的深入，学生的英语听力水平日益受到人们的关注。听力教学受忽视和缺乏科学性的状况正在改变。然而许多英语教育工作者却往往要面对事倍功半的局面。为了进一步提高学习者的听力水平。许多高校英语教师进行了多种尝试。本文拟在超音段成分与听力的相关性方面加以探讨，从而提高英语学习者的听力水平。     

预制节段体外预应力桥梁的耐久性评述

桥梁结构设计的基本原则已经从单纯的安全、经济发展为安全、经济、耐久并重.预应力混凝土桥梁结构的耐久性主要为预应力钢筋的防腐蚀,传统的体内预应力钢筋需要高性能混凝土材料隔绝外部侵蚀,而体外预应力结构是提高预应力混凝土结构耐久性的一个简单实用的方法.预制节段施工与体外预应力技术的结合进一步提高了结构的耐久性,并使得结构在整个寿命期内的经济性也具有优势.     

预制拼装体外索预应力混凝土连续梁的受力性能探讨

通过预制拼装和整体浇筑体外索预应力砼连续梁的模型试验，探讨了节段拼装连续梁的受力性能，并应用有限元法进行了结构分析比较     

多元化的大学英语语音教学策略

学习语言时,最困难的一个方面就是掌握其发音。很多人能够很好地阅读、写作和理解英语,但是可能会遇到发音妨碍清晰、有效交流的各种情况。针对学生语音方面的问题,教师应该分析成因,采取多元化的教学策略,对学生进行音段音位和超音段音位的训练,提高学生的英语语音,使他们的发音变得越来越自然。     

动态力学温度谱分析的新方法及其应用——第3部分:动态力学温度谱分析法在PET非晶区结构研究的应用

本文在第1,2部分文章的基础上,以经拉伸、热处理的PET纤维为对象,将动态力学温度谱分析结果应用于PET的非晶区结构的研究。研究结果认为,可用PETα转变的松弛时间分布来描述PET非晶区分子链段运动能力的大小和分布;纤维非晶区取向因子f_α与松弛时间均值及方差存在很好的线性关系,反映了非晶区取向与平均松弛时间之间的密切联系。     

Intermediate targets and segmental pathfinding

Neurons must often extend axons over fairly long distances, making multiple changes in their trajectory of growth before arriving at their final target. It has become clear that as growth cones navigate these complex projections, they typically extend toward a number of intermediate targets before they contact their final target. Recent work from a variety of systems has identified intermediate targets that seem to play similar roles in vertebrate and invertebrate nervous system development. From these examples it appears that a general model of axon guidance can be proposed whereby neurons are guided to their targets segmentally. Within each segment, an intermediate target appears to be the primary target for growth cone recognition and thus the completion of the journey to the final target is determined by a series of successful segmental pathfinding decisions.     

一种基于Weibull分布的SAR图像分割方法

分析了合成孔径雷达(SAR)图像的统计分布特性,推导了SAR目标及阴影的分割阈值与虚警概率之间的关系,给出了一种基于Weibull分布的SAR图像目标及目标阴影的分割方法,首先根据推导出的分割阈值公式对SAR目标图像及阴影图像进行粗分割,然后利用形态学滤波和计数滤波器进行细分割。基于MSTARSAR实测数据进行的大量实验表明,该方法是有效的,优于传统的双参数恒虚警分割方法。     

深埋排水盾构隧道接头铸铁件力学性能试验

为研究适用于深埋排水盾构隧道的高刚性管片接头铸铁件,对2种型式的高刚性盾构管片接头开展了正弯矩试验,分析了不同型式铸铁件的力学性能及高刚性接头的破坏模式.研究表明,高刚性接头在正弯矩承载时的破坏模式与大偏压受力截面类似,首先螺栓或铸铁件屈服,随后受压区混凝土压碎、接头破坏.若接头铸铁件刚度充足,接头破坏时铸铁件无变形、螺栓屈服,接头承载力较高,且铸铁件锚筋全部受拉,锚筋的锚固作用得以充分发挥;若接头铸铁件刚度不足,接头破坏时铸铁件变形5mm、螺栓未屈服,接头承载力较低,且铸铁件锚筋部分受拉、部分受压,锚筋的锚固作用未能充分发挥.     

Prototype test study on mechanical characteristics of segmental lining structure of underwater railway shield tunnel

Based on the first unde rwater railway shield tunnel, the Shiziyang shield tunnel of Guangzhou Zhu- jiang River, the prototype test was carried out against its segmental lining structure by using ＂multi-function shield tunnel structure test system＂. And the mechanical characteristics of segmental lining structure using straight assembling and staggered assembling were studied deeply. The results showed that, the mechanical characteristics of segmental lining structure varied with the water pressures; especially after cracking, the high water pressure played a significant role in slowing down the growing inner force and deformation. It also testi- fied that the failure characteristics varied with straight assembling structure and staggered assembling structure. Shear thilurc often occurred near longitudinal seam when using straight assembling.