FBG和BOTDR在隧道中的联合应用

基于光纤的固有物性属性,光纤传感器已成为智能结构的首选智能材料。2003年,光纤传感器首次应用于云南省的隧道监测——嵩待高速公路的白泥井3号隧道。在点式和分布式光纤传感器的联合监测系统中,光纤Bragg传感器在每断面上有5个粘贴点,而Brillouin OTDR按3条纵向和一条绕拱粘贴。     

面向服务的远程结构状态评估系统

面向服务架构(Service-Oriented Architecture,SOA)具有开放式体系、通用技术规范、良好松散耦合等特性,能够通过网络实现分布式计算和异构的系统、应用程序、数据等资源的集成。为了在Internet上集成各种专业资源为桥梁结构健康监测系统提供远程结构状态评估服务,构建了面向服务的桥梁远程结构状态评估系统。系统采用面向服务架构、基于Web Services技术,具有可扩展性、松耦合性等优点,能够实现各种异构资源的集成和适应不断变化的业务需要。系统中,桥梁结构状态评估相关功能都遵循SOA规范封装为Web Services,并在此基础上利用多Agent技术实现业务的运行和调度,实现服务间的相互通信和协同工作,从而实现各种应用的协调运行。以洞庭湖大桥远程结构状态评估业务为例,说明系统的业务应用过程。     

Association between the -1562 C/T polymorphism in the MMP-9 promoter and phenotype of esophageal squamous cell carcinoma in northern Chinese population

Objective To conduct a case-control study on the association of the nucleotide polymorphisms in the promoter region of the matrix metalloproteinase-9 (MMP-9) gene with phenotype of esophageal cancer. Methods All subjects were unrelated residents in northern regions of China. Polymerase chain reaction-restriction fragment length polymorphism (PCR-RFLP) analysis was used to determine the MMP-9 genotypes. Results The overall distribution of genotypes in the patients was not different from that in the controls (OR=0.77, 95% CI=0.45-1.34; P=0.36). There were no significant differences between the patients and the control subjects in terms of the distributions of sex and age, smoking status, alcohol dependence, pickled diet status, or history of environmental exposure. The patients were further examined with stratifications by age, sex, grade, depth of tumor invasion, lymphatic invasion, venous invasion and TNM staging. The results showed no pronounced association among the stratifications. Conclusion There is no significant association between the MMP-9 single nucleotide polymorphism genotypes and phenotype of esophageal cancer.     

Correlation of expression of ER, PR and c-erbB-2 with ultrasonographic features in invasive ductal cancer of breast

Objective To analyze the relationship of the expression level of estrogen receptor (ER), progesterone receptor (PR) and human epidermal growth factor receptor-2 (HER-2, c-erbB-2) of breast invasive ductal carcinoma (IDC) with ultrasonographic characteristics. Methods Totally 104 patients with IDCs confirmed pathologically were involved in this study. ER, PR and c-erbB-2 expression in the IDC specimens was determined by immunohistochemical staining technique. The correlation between the ultrasonographic features and the positive expression of ER, PR or c-erbB-2 was analyzed. Results The positive expression rate of ER and PR in the group with tumor spiculation sign and posterior acoustic attenuation was higher than that in the group without. The positive expression rate of ER differed significantly (P<0.05) while that of PR did not (P>0.05). The over-expression rate of c-erbB-2 in the group of microcalcification, sufficient blood flow and axillary lymph node metastasis was higher than that in the group of non-microcalcification, deficient blood flow or without axillary lymph node metastasis (P<0.05). The expression of ER, PR and c-erbB-2 was not related to the size of tumor (P>0.05). Conclusion The expression of ER and c-erbB-2 is closely related to the ultrasonographic characteristics of IDC, which may, to some extent, reflect the expression level of ER and c-erbB-2.     

谈大连开发区三号路道路现有路况分析及维修措施

针对大连开发区三号路的破坏情况,从路面强度、路面平整度、路面破损率和使用强度指数四方面对现有路况进行分析,并从以上数据分析破坏原因及对策。     

截面转换法加固钢筋混凝土T形梁桥合理加固区段探讨

以承载能力极限状态结构设计理论为依据,在加固前建立一个关于加固区段的截面弯矩方程,通过求解方程来确立合理加固区段长度,并结合具体的实例进行了详细阐述,为快速确定合理加固区段提供合理的理论保证,并减少了试算和验算的工作量。     

基于GA模糊聚类的城市快速路交通流状态划分

采用基于遗传算法的模糊聚类划分城市快速路交通流状态,借助模糊相关度函数分析聚类结果的有效性,以寻找交通流状态的最佳分类数。遗传算法的引入,有效改善了传统模糊聚类对初始化敏感以及容易陷入局部最优解的问题。经上海市城市快速路实测数据验证,此算法对交通流状态的划分具有可行性,且聚类有效性分析能够合理确定交通流状态最佳分类数。上述研究成果可用于城市快速路交通信息发布、服务水平评价以及交通设施的控制与管理。     

用于轮胎-路面摩擦状态识别的胎内传感技术研究

介绍了目前几种轮胎胎内传感器(表面声波传感器、超声波传感器、光学传感器、胎侧扭转传感器、加速度传感器、PVDF传感器)的技术原理,分析了各种传感器的优缺点,并论述了胎内传感器的数据传输与供电的技术进展.由此指出,目前的胎内传感器已可以实现轮胎胎内变形和加速度信息的实时动态监测.可为底盘综合控制提供更准确的轮胎-路面摩擦系数信息.     

无应力状态控制法综述

无应力状态控制法是解决桥梁结构分阶段施工的理论方法。通过建立分阶段施工结构的力学平衡方程,从理论上阐明桥梁构件单元的无应力状态量是影响分阶段施工结构内力和位移的本质因素,并得出无应力状态控制法原理:在结构外荷载、结构体系、支承边界条件、单元无应力长度、无应力曲率一定的情况下,其对应的结构内力和位移是惟一的,与结构的形成过程无关。采用无应力状态控制法,在斜拉桥安装计算时可由成桥最终状态直接解算施工中间状态;可分析杆件工厂制造长度偏差对桥梁结构内力和线形的影响;可实现调索与其他工序并行作业等运用传统方法解决较困难或无法解决的工程问题。     

七塔预应力混凝土部分斜拉桥结构性能研究

采用有限元法分析多塔预应力混凝土部分斜拉桥的结构性能。同斜拉桥一样,部分斜拉桥可以通过优化拉索初张力,确定其合理成桥状态,并通过优化施工方案,保证结构安全、受力合理。部分斜拉桥的拉索主要承担恒载,活载主要由主梁承担;活载作用下斜拉索最大应力幅位于边跨最外侧的斜拉索,已接近斜拉桥拉索应力幅;塔顶水平位移与相邻塔的变形相互影响较小。以大广高速公路开封黄河大桥为例,通过改变结构为连续梁桥和斜拉桥体系后,对比分析3种结构体系活载作用下的结构性能,得知:从连续梁桥、部分斜拉桥到斜拉桥,结构体系整体刚度逐渐增大,主梁承受的弯矩逐渐减小、结构变位逐渐减小、结构各阶自振频率逐渐增大。