Uncertainty analysis of strain modal parameters by Bayesian method using frequency response function

Structural strain modes are able to detect changes in local structural performance, but errors are inevitably intermixed in the measured data. In this paper, strain modal parameters are considered as random variables, and their uncertainty is analyzed by a Bayesian method based on the structural frequency response function (FRF). The estimates of strain modal parameters with maximal posterior probability are determined. Several independent measurements of the FRF of a four-story reinforced concrete frame structural model were performed in the laboratory. The ability to identify the stiffness change in a concrete column using the strain mode was verified. It is shown that the uncertainty of the natural frequency is very small. Compared with the displacement mode shape, the variations of strain mode shapes at each point are quite different. The damping ratios are more affected by the types of test systems. Except for the case where a high order strain mode does not identify local damage, the first order strain mode can provide an exact indication of the damage location.     

混凝土框架节点碳纤维布抗震加固的试验与分析

本文提出了用碳纤维布加固平面框架中间节点和空间框架中间节点的抗震加固新方法,通过5个框架中间节点(其中2个为拟三维节点)的足尺拟静力试验,以及用有限元软件ANSYS进行分析,验证了本文加固方法的有效性。试验与分析结果表明,对平面框架梁柱节点,本文的2种加固方法均能显著改善构件的延性,承载力也有一定的提高;对空间框架梁柱节点,采用碳纤维布与三角钢腋联合加固不但能够大大提高构件延性,而且能够提高节点的屈服强度、极限强度和屈服后刚度,加固效果十分明显。     

岩体等效变形参数研究

岩体变形参数的确定对岩体稳定性模拟至关重要.提出了确定规则裂隙和不规则裂隙岩体等效变形参数的一种模型, 探讨了岩体等效变形参数的规律.通过对不考虑渗流-应力耦合时岩体等效变形性能的研究, 可以发现岩体的等效变形参数不仅与各组结构面的几何形态、结构面变形参数、岩块变形参数等有关, 而且与不同组系结构面间的交切形态有关.岩体的REVs具备以下几点规律: 首先REVs具有多尺度效应和不确定性.其次, REVs与结构面各几何形态要素之间有如下关系: 平均迹长越大, 平均间距越小, 方向角的方差越大, 结构面分布越凌乱, REVs的取值越小.REVs与岩块、结构面变形参数之间有如下关系: 结构面变形参数与岩块变形参数的差异程度对REVs的取值没有明显影响, 但是不同组系结构面或是同一组中的各条结构面, 其变形参数差异越小, REVs的取值将越小.      

利用高精度GPS定位技术建立我国陆海垂直运动监测网

海平面变化是全球变化的重要监内容之一,但验潮站资料同的仅是海平面对于验潮站所在地块的相对变化。本文提出利用高精度ＧＰＳ定位技术建立陆海垂直运动监测网监测海平面绝对变化的方法和原理,并对监测基准物稳定性及所能达到的精度进行了讨论,最后提出了建立我国陆海频繁垂直运动监测的实验方案。     

基于变轴力柱恢复力模型的钢框筒地震反应分析

建立了考虑轴力变化影响的钢结构杆件的恢复力模型,介绍了模型构成和经试验比较得到的模型的适用性,采用这一模型,对钢框筒结构进行了多维地震作用下的非线性分析,对这类结构的弹塑性特征进行了考察。     

高强钢筋高延性纤维增强混凝土框架结构的屈服机制和抗震性能

为了对混凝土框架结构的地震破坏机制和抗震性能进行控制,在框架柱中配置高强钢筋,并将纤维增强混凝土(FRC)用于框架结构的预期损伤部位。结构柱中的高强钢筋用来减小结构的残余变形,FRC材料用来增加结构的耗能能力和损伤容限。设计了三个框架,采用动力弹塑性时程分析方法进行分析。研究结果表明,采用高强钢筋提高了结构的整体承载能力,在层间侧移角达到3%之前避免了柱铰的出现(包括底层柱底),并且减小了结构的残余变形;预期损伤部位采用FRC材料能够提高结构的塑性耗能。     

Model simplification for AUV pitch-axis control design

Although the use of low-order equivalent models is common and extensively studied for control of aircraft systems, similar analysis has not been performed for submersible systems. Toward an improved understanding of the utility of low-order equivalent models for submersible systems, we examine control design for pitch-axis motion of an autonomous underwater vehicle (AUV). Derived from first principles, the pitch-axis motion of a streamlined AUV is described by third-order dynamics. However, second-order approximate models are common for system identification and control design. In this work, we provide theoretical justification for both the use of and limitations of a second-order model, and we verify our results in practice via a series of case studies. We conclude that a second-order pitch-axis model should often be sufficient for system identification and control design.     

基于离散小波框架和融合策略的小目标检测

本文提出了一种新的基于离散小波框架(DWF)变换和融合策略的海天背景下小目标检测的方法。首先,对海天背景下红外图像序列进行预处理,其目的是为了在一定程度上抑制海浪杂波和背景;其次,对预处理后的每帧图像作二维离散小波框架(2-D DWF)变换,并将得到的近似频带成分用于目标检测;最后,利用基于目标运动的连续性的融合策略去除绝大部分多余的杂波和虚警,同时利用基于目标和背景杂波的对比度分割算法用于提取目标;真实的海天背景红外序列用来验证本文提出算法的有效性。     

An Assembly Coastal Building Technique in Port Engineering

The assembly coastal hfilding technique initiated at home and abroad,is for a novel vertical standing harbor structure.Its main concept is the assembling components which can be combined and locked together to form a large caisson.Its application and future are discussed for a building.After many years of application and tests,the technique has a high stability,a wide range of application,low workload and fast construction speed.It can be widely applied in future for harbor engineering projects.     

东海平湖油气田流体识别方法与应用研究

平湖油气田位于东海陆架盆地西湖凹陷保傲斜坡平湖构造带中段,主要生产层是渐新世花港组油藏和始新世平湖组气藏。传统地质观点认为平湖组为主要气藏,但是实际生产中八角亭BX1井平湖组P11等气层有原油产出,给油气藏的开发带来一定挑战。准确地确定储层的流体性质,不仅对气藏开发方式选择和开发经济政策制定,而且对滚动勘探都具有重要意义。根据气、油和水物理性质之间的差异,利用非电测井信息,基于不同饱和流体岩石具有不同的横波时差、纵波时差、纵波等效弹性模量、流体密度、流体时差和流体声阻抗,结合其它测井手段,有效识别了平湖油气田AX9井、BX8井、BX1井和PX9井储层的流体性质。识别结果与实际生产状况基本一致,说明该方法在平湖油气田流体识别方面具有良好的应用效果。